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LOCATION MAP NOT TO SCALE HAZEN AND SAWYER 6675 CORPORATE CENTER PKWY, SUITE 330 JACKSONVILLE, FLORIDA 32216 BID SET LAKESHORE WATER TREATMENT PLANT WELLHEAD NO. 2 REHABILITATION JEA JACKSONVILLE, FLORIDA HAZEN CONTRACT No. 42015-008 JEA PROJECT No. 8003982 MAY 2019 SAN JUAN AVE ROOSEVELT BLVD PROJECT LOCATION BLANDING BLVD HAMILTON ST LAKESHORE WTP WELL NO. 2 4594 APPLETON AVE JACKSONVILLE, FL 32210
26

BLANDING BLVD - JEA

Jan 10, 2022

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Page 1: BLANDING BLVD - JEA

LOCATION MAP

NOT TO SCALE

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

BID SET

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

JEA

JACKSONVILLE, FLORIDA

HAZEN CONTRACT No. 42015-008

JEA PROJECT No. 8003982

MAY 2019

SAN JUAN AVE

RO

OSEVELT BLVD

PROJECT LOCATION

B

L

A

N

D

I

N

G

B

L

V

D

HAM

ILTO

N ST

LAKESHORE WTP

WELL NO. 2

4594 APPLETON AVE

JACKSONVILLE, FL 32210

Page 2: BLANDING BLVD - JEA

ABBREVIATIONS

VALVES, FITTINGS, ETC.

PIPING

GENERAL

BLIND FLANGE

AIR RELIEF VALVEARV

BF

EXPANSION JOINT

CHECK VALVE

BUTTERFLY VALVE

FLANGE

FITTING

CV

BFV

EXP JT

FTG

FLG

MECHANICAL JOINT

GATE VALVE

PLUG VALVE

PLAIN END

GV

NPT

MJ

PV

PE

PRV

NATIONAL PIPE THREAD

THREADEDTHD

COUPLINGCPLG

HOSE BIBBHB

PUMP STATIONPS

RJ RESTRAINED MECHANICAL JOINT

PO PUSH ON

AB ANCHOR BOLT

AL, ALUM ALUMINUM

APPROX APPROXIMATE

BLK BLOCK

BLDG BUILDING

BOTT BOTTOM

CB CATCH BASIN

CC CENTER TO CENTER

CL, CENTER LINE

CLDI CEMENT LINED DUCTILE IRON

CLR CLEAR

CNR CORNER

CO CLEAN OUT, COMPANY

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CU COPPER OR CUBIC

DET DETAIL

DI DUCTILE IRON

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DISCH DISCHARGE

DN DOWN

DRN DRAINS

DWG(S) DRAWING(S)

DW DEWATERING WELL

EA EACH

ECC ECCENTRIC

EE EACH END

EF EACH FACE

EFF EFFLUENT

ELEC ELECTRIC

EL, ELEV ELEVATION

EOP EDGE OF PAVEMENT

EQUIP EQUIPMENT

EW EACH WAY

EXIST, EX. EXISTING

EXP EXPANSION

EXT EXTERIOR

FIG FIGURE

FIN FINISH

FL FLOOR

FT FOOT/FEET

FTG FOOTING

GAL GALLON

GALV GALVANIZED

GR GRADE

H HIGH

HB HOSE BIBB

HORIZ HORIZONTAL

HPT HIGH POINT

HR HANDRAIL

HWL HIGH WATER LEVEL

IE INVERT ELEVATION

INFL INFLUENT

INJ INJECTION

ID INSIDE DIAMETER

IF INSIDE FACE

INT INTERIOR

ISO ISOLATION

INV INVERT

JT JOINT

LF LINEAL FEET

LG LONG

LN LINE

LPT LOW POINT

LR LONG RADIUS

LWL LOW WATER LEVEL

MFGR MANUFACTURER

MAX MAXIMUM

MECH MECHANICAL

NAVD NORTH AMERICAN VERTICAL DATUM

MIN MINIMUM

NGVD NATIONAL GEODETIC VERTICAL DATUM

NIC NOT IN CONTRACT

No. NUMBER

NTS NOT TO SCALE

OC ON CENTER

OPNG OPENING

OD OUTSIDE DIAMETER

OF OVERFLOW

OW OBSERVATION WELL

PP POWER PANEL

PS PUMP STATION

PSI POUNDS PER SQUARE INCH

LBS/FT POUNDS PER FOOT

P/L PROPERTY LINE

RAD, R RADIUS

RECIR RECIRCULATION

RED REDUCER/REDUCING

REINF REINFORCING

REQ'D REQUIRED

RVSS REDUCED VOLTAGE SOFT STARTER

SCH SCHEDULE

SECT SECTION

SPEC SPECIFICATION

STL SQUARE SQ STEEL

STRUC STRUCTURAL

SYMM SYMMETRICAL

TEMP TEMPORARY

THK THICK

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOS TOP OF STEEL/TOP OF SLAB

TYP TYPICAL

UGE UNDERGROUND ELECTRIC

V VENT

VERT VERTICAL

WTR WATER

W/L WATER LEVEL

WWF WELDED WIRE FABRIC

W WIDE

W/ WITH

W/O WITHOUT

AIR AIR, LOW PRESSURE PROCESS

ARI AERATION BASIN INFLUENT

CIP CAST IRON PIPE

CPVC CHLORINATED POLYVINYL CHLORIDE

CS CHLORINE SOLUTION

D DRAIN, SANITARY

DIP DUCTILE IRON PIPE

DR DRAIN (PROCESS)

EFF EFFLUENT

FA FOUL AIR

FM FORCE MAIN

FRP FIBERGLASS REINFORCED PIPE

GSP GALVANIZED STEEL PIPE

HDPE HIGH DENSITY POLYETHYLENE

IPS IRON PIPE SIZE

IRR IRRIGATION

ML MIXED LIQUOR

NPW NON POTABLE WATER

OF OVERFLOW

PCCP PRESTRESSED CONCRETE CYLINDER PIPE

PD PLANT DRAIN

PLW PLANT WATER

PSW PLANT SERVICE WATER

PLW PLANT WATER

POT POTABLE WATER

PVC POLYVINYLCHLORIDE

RAS RETURN ACTIVATED SLUDGE

RCP REINFORCED CONCRETE PIPE

REUSE PLANT REUSE/ SERVICE WATER

RW REUSE WATER

SAN SANITARY

SA SAMPLE

SCE SECONDARY CLARIFIER EFFLUENT

SCI SECONDARY CLARIFIER INFLUENT

SCM SCUM

STM STORM DRAIN

SL SLUDGE

SS, SST STAINLESS STEEL

STL STEEL

WAS WASTE ACTIVATED SLUDGE

AIR VACUUM RELIEF VALVEAVRV

INSTRUMENTATION IDENTIFICATION LETTERS

SUCCEEDING LETTERS

USER'S CHOICE

CONTROL

USER'S CHOICE

CLOSE

DEVIATION

DIFFERENTIAL

ANALYSISA

B

C

D

FIRST LETTERS

USER'S CHOICE

CONTROL STATION

USER'S CHOICE

HIGH

LOW

USER'S CHOICE

SWITCH

MULTIFUNCTION

UNCLASSIFIED

TRANSMIT

UNCLASSIFIED

OPEN

RATIO

MOMENTARY

SCAN

FLOW, FLOW RATE

VOLTAGE (EMF)

USER'S CHOICE

CURRENT

E

F

G

H

I

LEVEL

TORQUE

K

L

M

N

J POWER

SAFETY

WELL PROBE

QUANTITY

RADIATION

P

Q

R

S

MULTIVARIABLE

VIBRATION,

TEMPERATURE

U

V

T

X

Y

W

O USER'S CHOICE

SENSOR, PRIMARY

LIGHT

RECORD

MULTIFUNCTION

ACCESSORY DEVICES,

Z

DENSITY (MASS)

OR SPECIFIC

GRAVITY

HAND

READOUT/

PASSIVE

FUNCTION

ALARM

MEASURED OR

INITIATING

VARIABLE

CONDUCTIVITY

BURNER,

COMBUSTION

INDICATE

ORIFICE,

RESTRICTION

POINT (TEST

CONNECTION)

INTEGRATE,

TOTALIZE

DRIVER, ACTUATOR,

UNCLASSIFIED FINAL

CONTROL ELEMENT

VALVE, DAMPER,

LOUVER

MIDDLE,

INTERMEDIATE

MOISTURE OR

HUMIDITY

TIME, SCHEDULE

POSITION,

DIMENSION

EVENT, STATE,

PRESENCE

SPEED,

FREQUENCY

PRESSURE

TIME RATE OF

CHANGE

AUXILIARY

DEVICES

WEIGHT, FORCE

UNCLASSIFIED

DIFFERENCE,

GLASS, GAUGE,

VIEWING DEVICE

Z-AXIS, SAFETY

INSTRUMENTED

SYSTEM

ELEMENT

USER'S CHOICE

INTEGRATE,

TOTALIZE

RUN

STOP

ANALYSIS

MECHANICAL

X-AXIS

UNCLASSIFIED

Y-AXIS

VARIABLE

MODIFIER

OUTPUT/ ACTIVE

FUNCTION

FUNCTION

MODIFIER

PRESSURE RELIEF VALVE,

PRESSURE REDUCING VALVE

C.T.K.

J.M.J.

S.C.R.

G02

INDEX, GENERAL NOTES

AND ABBREVIATIONS

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M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

INDEX OF DRAWINGS

DRAWING NO. TITLE

GENERAL

G01 COVER SHEET AND LOCATION MAP

G02

INDEX, GENERAL NOTES AND ABBREVIATIONS

G03 LEGEND AND SYMBOLS

CIVIL

C01 CIVIL NOTES

C02 SITE PLAN DEMOLITION

C03 SITE PLAN PROPOSED

C04 CIVIL DETAILS

MECHANICAL

M01 WELL NO. 2 - DEMOLITION PLAN AND SECTION

M02 WELL NO. 2 - PROPOSED PLAN AND SECTION

M03 WELL NO. 2 DETAILS SHEET 1

M04 WELL NO. 2 DETAILS SHEET 2

STANDARD DETAILS

D01 MISCELLANEOUS STANDARD DETAILS

1. JEA STAFF ONLY ARE TO OPERATE VALVES.

GENERAL NOTES

ELECTRICAL

E01 ELECTRICAL NOTES

E02 ELECTRICAL LEGEND AND SYMBOLS

E03 WELLHEAD NO.2 SINGLE LINE DIAGRAM

E04 WELLHEAD NO.2 P&ID

E05 WELLHEAD NO.2 SITE ELECTRICAL PLAN

E06 WELLHEAD NO.2 LOCAL CONTROL PANEL LCP-WH2

SCHEMATICS AND NOTES

E07 JEA ELECTRIC SERVICE DETAILS

E08 ELECTRICAL DETAILS SHEET 1

E09 ELECTRICAL DETAILS SHEET 2

E10 JEA STANDARD SCADA PANEL DETAILS SHEET 1

E11 JEA STANDARD SCADA PANEL DETAILS SHEET 2

E12 JEA STANDARD SCADA PANEL DETAILS SHEET 3

E13 JEA STANDARD SCADA PANEL DETAILS SHEET 4

E14 JEA STANDARD SCADA PANEL DETAILS SHEET 5

STEVEN C. ROBERTI, PE NO. 51492

1 BID

05/19

J.P.S.

Page 3: BLANDING BLVD - JEA

SECTION AND DETAIL IDENTIFICATIONSYMBOLS

MECHANICAL

REDUCER (DOUBLE LINE)

REDUCER (SINGLE LINE)

CONCRETE PIPE SUPPORT

MAGNETIC METER (SINGLE LINE)

GAUGE

VENTURI METER

S

MOTOR OPERATED

SOLENOID

BUTTERFLY VALVE / DAMPER

BALL VALVE

MAGNETIC METER (DOUBLE LINE)

M

BALL CHECK VALVE

M

PNEUMATIC VALVE

P

PIPE MATERIAL CHANGE

THROUGH PLUG VALVE

DIAPHRAGM VALVE

M

PUMP CONTROL VALVE

THREE WAY VALVE

MECHANICAL COUPLING

HOSE BIBB (ELEVATION)

HOSE BIBB (PLAN)

GROOVED COUPLING OR ARCHED BAND

HARNESSED EXPANSION JOINT

HARNESSED MECHANICAL COUPLING

BACKPRESSURE REGULATOR

PRESSURE REDUCING/RELIEF VALVE

UNION

EXPANSION JOINT

WELDED JOINT

THREADED JOINT

PUSH-ON JOINT

MECHANICAL JOINT

FLANGED JOINT

SOCKET WELDED JOINT

PLUG VALVE

GATE VALVE

MECHANICAL CONT.

WUP

WOOD UTILITY POLE

LP

E ELECTRIC MANHOLE

CONCRETE UTILITY POLE

CUP

GENERAL/CIVIL

TEST HOLE LOCATION

EXISTING CATCH BASIN

WATER METER

WELL

TRAVERSE POINT

VALVE BOX

TELEPHONE RISER

TELEPHONE CABLE RISER

CONCRETE MONUMENT (AS NOTED)

CAPPED IRON ROD (AS NOTED)

SOIL BORING LOCATION

P.K. NAIL

MANHOLE

LIGHT POLE

SIGN

CHISEL SQUARE

GUY ANCHOR AND WIRE

GAS RISER

FIRE HYDRANT

BENCH MARK

ELECTRIC BOX

AERIAL TARGET

CLEAN OUT

ELECTRICAL TRANSFORMER PAD

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

CONTOUR LINE ELEVATION

CO

IRON PIPE (I.P.)

ELECTRIC METER/SERVICE

TELEPHONE MANHOLE

SANITARY MANHOLE

S

D

STORM MANHOLE

VALVE PIPE

VP

GROUND ROD

BELLSOUTH MANHOLE

BSMH

GRD

T

C

T

W

T

F

E

G

DETAIL IDENTIFICATION

SECTION IDENTIFICATION

STANDARD DETAIL IDENTIFICATION

GENERAL NOTES:

YARD DRAIN

HOSE BIBB

G

PRESSURE GAUGE WITH

DIAPHRAGM SEAL

QUICK DISCONNECT COUPLER

CAPPED END OR PLUGGED END

STATIC MIXER

(2) ON DRAWING S-HDW-10 THIS DETAIL IDENTIFIED AS:

(1) DETAIL CALL-OUT ON DRAWING 1M-204 AS:

(2) ON DRAWING M-AEB-02 THIS SECTION IS IDENTIFIED AS:

(1) SECTION CUT ON DRAWING 1M-200:

NUMBER

STANDARD DETAIL

1509221

STANDARD DETAILS ARE ARRANGED IN NUMERICAL ORDER

ON THE STANDARD DETAIL SHEETS

STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT

NUMBER AND ARE SHOWN ON THE CONTRACT DRAWINGS AS SHOWN:

* NOTE: IF PLAN AND SECTION (OR DETAIL CALL-OUT AND

DETAIL) ARE SHOWN ON SAME DRAWING, DRAWING

NUMBER MAY BE REPLACED BY A LINE.

Y- STRAINER

PULSATION DAMPENER

PRESSURE RELIEF VALVE

DIAPHRAGM SEAL

METERING PUMP

ROTAMETER

BACKFLOW PREVENTER

PUMP

8.50

CHECK VALVE (SINGLE LINE)

CHECK VALVE (DOUBLE LINE)

DETAIL3

M011/2"= 1'-0"

3

M03

SECTION

M01

A

1/4"= 1'-0"

M03

A

1. ELECTRICAL AND INSTRUMENTATION SYMBOLS SHOWN ON

ELECTRICAL SHEETS.

2. FOR WELDING SYMBOLS USE AMERICAN WELDING SOCIETY

STANDARD SYMBOLS. SEE AMERICAN INSTITUTE OF STEEL

CONSTRUCTION MANUAL.

3. * SYMBOL INDICATES A DIMENSION OR ELEVATION DEPENDENT

ON EQUIPMENT SUPPLIED.

4. ** SYMBOL INDICATES A DIMENSION TO BE VERIFIED IN THE

FIELD BY THE CONTRACTOR.

5. ELEVATIONS ARE SHOWN IN NAVD 88.

C.T.K.

J.M.J.

S.C.R.

G03

LEGEND AND SYMBOLS

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BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

STEVEN C. ROBERTI, PE NO. 51492

1 BID

05/19

J.P.S.

Page 4: BLANDING BLVD - JEA

1/32"=1'-0"

32 16 0 32'

C.T.K.

G.H.D.

S.C.R.

C01

CIVIL NOTES

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01

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9 P

M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

NO

T A

PP

LIC

AB

LE

AP

PLI

CA

BLE

N/A

904-781-0741

904-733-8011

904-630-2489

904-630-2489

904-360-5200

904-665-7299

904-665-6000

904-665-7500

904-665-6000

904-665-4802

904-665-4801

904-665-4465

904-443-7316

811

B. AT&T ~ GREG LUMPIESZ~ NORTH DISTRICT

C. AT&T ~ RYAN McFARLAND~ SOUTH DISTRICT

D. CITY OF JACKSONVILLE ~ PUBLIC WORKS DEPT.

E. CITY OF JACKSONVILLE ~ TRAFFIC OPERATIONS

F. FLORIDA DEPT. OF TRANSPORTATION

G. JEA ~ WATER DISTRIBUTION ~ ROBERT ALLSBROOK

I. JEA ~ GENERAL INFORMATION

J. JEA ~ PROJECT OUTREACH

K. JEA ~ POWER OUTAGES

L. JEA ~ SEWER PROBLEMS

M. JEA ~ WATER PROBLEMS

N. JEA ~ WATER & SEWER LOCATES ~ BRENDA FORBES

S. TECO/PEOPLES GAS

T. SUNSHINE ONE CALL

AP

PLI

CA

BLE

NO

T A

PP

LIC

AB

LE

1. ALL ELEVATIONS ARE BASED ON U.S.C.&G.S. DATUM AND SHOWN IN FEET.

2. ELEVATIONS ARE BASED ON N.A.V.D. 88 PER R.E. HOLLAND & ASSOCIATES. 9770 OLD BAYMEADOWS RD, #105,

JACKSONVILLE, FL 32256. PHONE: (904) 260-6300

3. LOCATION OF EXISTING UTILITIES OBTAINED BY SOFT DIG LOCATES WHERE SHOWN ON PLANS, OR INCLUDED WITH BID

SPECS.

4. EXISTING WATER AND SEWER LINES ARE SHOWN AS PER FIELD LOCATES AND SUBDIVISION AS-BUILT PLANS.

5. UNDERGROUND UTILITIES WERE LOCATED UTILIZING GROUND PENETRATING RADAR (GPR) AND A DIGITAL LOCATOR.

CONTRACTOR SHALL BE AWARE THAT IN SOME CASES UTILITIES HAVE BEEN LOCATED, AND SURVEY HAS BEEN

COMPLETED ONLY ON ONE SIDE OF THE ROAD.

6. ALL PIPE LENGTHS SHOWN ON PLAN AND PROFILES ARE FROM CENTER TO CENTER OF MANHOLES, CATCH BASINS, INLETS

ETC. OR ALONG THE CENTER LINE OF FORCE MAINS AND WATER MAINS.

7. INVERT ELEVATIONS SHOWN ON DRAWINGS REFER TO THE CENTERLINE OF MANHOLES, UNLESS OTHERWISE INDICATED.

8. THE LOCATION OF ALL EXISTING SEWER AND WATER SERVICE LINES MAY NOT BE INDICATED ON THESE PLANS. THE

LOCATION OF NEW SERVICES SHALL BE VERIFIED IN THE FIELD.

9. REFERENCE BENCHMARK DATA: SURVEY DISK ON SOUTHEAST SIDE OF STATE ROAD 128 (SAN JUAN AVENUE) CEDAR

CREEK BRIDGE. 2.35 MILES TO OVERPASS OF INTERSTATE 10 AND STATE ROAD 103 (LANE AVENUE), GO EAST 0.9 MILES

TO EAST BANK OF CEDAR CREEK BRIDGE.

SURVEY AND LOCATE DATA:

1. CONTRACTOR TO OBTAIN ALL REQUIRED RIGHT-OF-WAY PERMITS.

2. CONTRACTOR SHALL NOT OPEN CUT STREETS IN THE PROJECT AREA UNLESS SPECIFICALLY SHOWN ON PLANS

3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CONSUMPTIVE USE PERMIT (C.U.P.) THROUGH THE ST. JOHNS

WATER MANAGEMENT DISTRICT SHOULD DEWATERING ACTIVITIES BE REQUIRED.

4. THE DEPARTMENT OF TRANSPORTATION, RAILROAD COMPANIES AND C.O.J. ARE TO BE NOTIFIED IN ADVANCE OF

CONSTRUCTION PER THEIR RESPECTIVE PERMIT CONDITIONS.

5. ALL WORK SHALL BE IN ACCORDANCE WITH BID DOCUMENTS, JEA WATER AND SEWER STANDARDS, DETAILS AND

MATERIALS MANUAL, REV. 01/18. AND CITY OF JACKSONVILLE STANDARD SPECIFICATIONS AND DETAILS AND ALL

APPLICABLE STATE AND LOCAL REGULATIONS.

6. IF SOLVENT CONTAMINATION IS FOUND IN THE PIPE TRENCH, WORK SHALL BE STOPPED AND THE PROPER AUTHORITIES

NOTIFIED. WITH APPROVAL OF THE PERMITTING AGENCY, DUCTILE IRON PIPE, FITTINGS AND SOLVENT RESISTANT

GASKET MATERIAL SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST 100

FEET BEYOND ANY SOLVENT NOTED.

7. THE CONTRACTOR SHALL NOTIFY APPLICABLE UTILITY CONTACT PERSONNEL NOT LESS THAN ONE WEEK PRIOR TO

CONSTRUCTION OF FACILITIES IN THEIR RESPECTIVE AREAS.

8. TREE PROTECTION SHALL BE IN ACCORDANCE WITH JACKSONVILLE ORDINANCE CODE 656 AND/OR AS

DETAILED ON SPECIFIC PLAN SHEETS. NO TRIMMING OF OVERHANGING TREE LIMBS WILL BE ALLOWED.

USE SMALLER EQUIPMENT IF NECESSARY.

9. THE CONTRACTOR SHALL LOCATE THE DRAINAGE INLET STRUCTURES IN THE PROJECT AREA AND ERECT

SEDIMENTATION CONTROL DEVICES AS NECESSARY PER THE CITY OF JACKSONVILLE STORMWATER

POLLUTION PREVENTION PLAN.

10. CONTRACTOR TO COORDINATE WORK WITH OTHER UTILITIES DURING CONSTRUCTION.

PERMIT REQUIREMENTS (NOT ALL INCLUSIVE):

1. IN ORDER TO REDUCE THE DISRUPTION AND COST OF UTILITY DAMAGES OCCURRING IN THE DUVAL COUNTY

RIGHT-OF-WAY AND EASEMENTS, THE CONTRACTOR SHALL PREVENT DAMAGES TO EXISTING UTILITIES CAUSED BY HIS

WORK THROUGH FIELD VERIFICATION OF THE LOCATION OF THE EXISTING UTILITIES. IN THE CASE OF OPEN

EXCAVATION, VERIFICATION MAY BE PERFORMED DURING THE CONTRACTORS WORK. IN THE CASE OF DIRECTIONAL

DRILLING, VERIFICATION SHALL TAKE PLACE PRIOR TO MOBILIZATION OF THE DRILLING EQUIPMENT.

2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AS NEEDED TO AVOID CONTACT. EXISTING

UTILITIES SHALL BE EXPOSED USING DETECTION EQUIPMENT OR OTHER ACCEPTABLE MEANS. SUCH METHODS MAY

INCLUDE BUT SHALL NOT BE LIMITED TO "SOFT DIG" EQUIPMENT AND GROUND PENETRATING RADAR (GPR). THE

EXCAVATOR SHALL BE HELD LIABLE FOR DAMAGES CAUSED TO THE CITY'S/JEA'S INFRASTRUCTURE AND THE EXISTING

FACILITIES OF OTHER UTILITY COMPANIES.

3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES, OTHER STRUCTURES

AND OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND SURFACE. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S

FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

EXISTING UTILITY PROTECTION:

1. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, TO REFERENCE AND

RESTORE PROPERTY CORNERS AND LANDMARKS WHICH MAY BE DISTURBED BY CONSTRUCTION, KNOWN CORNER

LOCATIONS ARE AVAILABLE FROM THE CITY OF JACKSONVILLE ENGINEERING DIVISION.

2. THE CONTRACTOR SHALL RESTORE/REPLACE ALL CULVERTS, HEADWALLS AND STORM DRAIN INLETS REMOVED OR

DISTURBED BY THE CONSTRUCTION OPERATION.

3. TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE RESTORED TO THEIR PRE-CONSTRUCTION CONDITION IN

ACCORDANCE WITH CITY OF JACKSONVILLE/FDOT STANDARD SPECIFICATIONS.

4. SIDEWALKS, DRIVEWAYS AND CURBING DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN

ACCORDANCE WITH JACKSONVILLE STANDARD SPECIFICATIONS. SIDEWALKS REMOVED AND REPLACED IN CURB AND

GUTTER AREAS AT INTERSECTIONS SHALL HAVE HANDICAP RAMPS INSTALLED. DRIVEWAYS AND SIDEWALKS SHALL BE

SAWCUT ALONG THE RIGHT-OF-WAY LINE OR NEAREST JOINT AND REMOVED AND REPLACED TO THE EDGE OF STREET.

5. GRASS SOD SHALL BE FURNISHED AND PLACED IN THE AREAS DISTURBED OR DAMAGED BY THE CONSTRUCTION

OPERATION.

6. ALL PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE CITY OF JACKSONVILLE/FDOT STANDARD DETAILS AND

SPECIFICATIONS LATEST EDITION.

7. UNLESS OTHERWISE NOTED, REMOVE AND REPLACE EXISTING PAVEMENT AS PER C.O.J. CASE X (10) PAVEMENT

REPLACEMENT DETAIL.

8. CONTRACTOR MUST MAINTAIN AND PRESERVE NEWLY GRADED AREAS AND REPAIR AREAS WHERE SETTLING AND

EROSION HAVE OCCURRED.

RESTORATION NOTES:

UTILITY CONTACTS:

1. CONTRACTOR TO REHABILITATE ALL MANHOLES ON PIPE BURST SEWERS VIA COATING/LINING PER JEA SPECIFICATION 446-2,

UNLESS OTHERWISE NOTED ON THE PLANS.

2. CONTRACTOR TO RENEW, REHABILITATE, REPLACE OR REINSTALL AS APPLICABLE ALL SERVICE LATERALS TO R/W LINE.

3. CONTRACTOR TO INSTALL SEWER SERVICE PIPING A MINIMUM OF 60 INCHES BELOW GRADE. WHERE NEW SANITARY SEWER MAIN

IS LESS THAN 5 FEET DEEP, THE SEWER SERVICE PIPE SHALL BE INSTALLED AS DEEP AS POSSIBLE.

4. WHEN THE DISTANCE BETWEEN A POWER POLE AND THE TRENCH IS LESS THAN THE TRENCH DEPTH, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATING WITH JEA ELECTRICAL PERSONNEL TO SECURE POWER POLES. THE CONTACTS FOR JEA ARE AS

FOLLOWS:

NORTHSIDE~EAST of US-1 MIKE CORBITT @ 665-7991 (mobile 662-0635)

NORTHSIDE~WEST of US-1 ANDY YEAGER @ 665-7998 (mobile 662-0622)

NORTHSIDE~BACKUP ALAN AINSLEY @ 665-7303 (mobile 662-6557)

SOUTHSIDE~SOUTH of BEACH BLVD. TOM KERNS @ 665-6847 (mobile 860-1687)

SOUTHSIDE~NORTH of BEACH BLVD. DERYL BASFORD @ 665-6855 (mobile 662-0616)

SOUTHSIDE~BACKUP EDDIE GALES @ 665-6855 (mobile 662-0616)

A MINIMUM OF TWO (2) WORKING DAYS NOTICE IS REQUIRED FOR AN OUTSIDE MEETING WITH JEA ELECTRICAL TO DISCUSS THE

REQUIRED WORK. ADDITIONAL TIME WILL BE REQUIRED BY JEA ELECTRICAL FOR ANY REQUIRED WORK TO BE ACCOMPLISHED.

5. ALL NEW STORM DRAIN PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC.

6. THE DESIGN FOR THE PROJECT IS BASED UPON THE "OPEN-CUT" METHOD OF CONSTRUCTION. IF USING ALTERNATIVE MEANS OR

METHODS, THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE STANDARDS FOR THAT MEANS OR METHOD.

7. THE CONTRACTOR SHALL MINIMIZE SERVICE INTERRUPTIONS AT SERVICE CONNECTIONS. THE MEANS AND METHODS SHALL BE

LEFT TO THE DISCRETION OF THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. NO

EXISTING ACTIVE SERVICE SHALL BE LEFT INTERRUPTED AT THE END OF THE WORK DAY.

8. CONTRACTOR SHALL PROVIDE ADDITIONAL CORPORATION STOPS FOR FILLING AND DRAINING PURPOSES DURING CONSTRUCTION

AS NEEDED. CORPORATION STOPS ARE TO BE PLUGGED AND LEFT IN PLACE. INDICATE CORPORATION STOP LOCATIONS ON

RECORD DRAWINGS (AS-BUILTS).

9. WATER AND SEWER SERVICES SHALL BE TRANSFERRED TO THE NEW MAIN UPON COMPLETION AND F.D.E.P./JEA CERTIFICATION,

AND PRIOR TO THE EXISTING MAINS BEING ABANDONED.

10. IF EXISTING VALVES ARE IN UNPAVED AREAS AND ARE TO BE TAKEN OUT OF SERVICE, THEY SHALL BE CLOSED AND THE VALVE

BOX AND COVER SHALL BE REMOVED. IF THE VALVES ARE UNDER PAVED AREAS, THEY SHALL BE CLOSED, THE VALVE BOX GROUT

FILLED AND THE COVER REMOVED.

11. CONTRACTOR SHALL REPLACE EXISTING WATER METER BOXES WHEN DEEMED NECESSARY BY THE JEA INSPECTOR.

12. CONTRACTOR TO PROVIDE ADDITIONAL DEPTH OF BURY VIA PIPE JOINT DEFLECTION TO ACCOMMODATE VALVE SELECTION PER

JEA STANDARDS.

13. WATER METERS MAY REQUIRE RELOCATION FOR CONSTRUCTION, CONTRACTOR SHALL CONTACT JEA METER DEPARTMENT AND

RELOCATE WATER METERS AS NECESSARY.

14. PRIOR TO COMMENCING ANY EXCAVATION OR GRADING, THE CONTRACTOR SHALL OBTAIN ALL GEOTECHNICAL AND TOPOGRAPHIC

SURVEY DATA AND LOCATIONS OF ABOVE GROUND AND UNDERGROUND UTILITIES. SHOULD THE CONTRACTOR DISCOVER ANY

INACCURACIES, ERRORS OR OMISSIONS IN THE SURVEY DATA, HE SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER AND JEA IN

ORDER THAT PROPER ADJUSTMENTS CAN BE ANTICIPATED AND ORDERED.

15. SHEET PILING WILL BE REQUIRED ON ALL EXCAVATIONS DEEPER THAN 16 FEET.

INSTALLATION NOTES:

A. BLANK

904-503-6175O. NASSAU COUNTY ~ PUBLIC WORKS

904-209-0134P. ST. JOHNS COUNTY ~ RIGHT-OF-WAY PERMITTING

Q. ST. JOHNS COUNTY ~ TRAFFIC SIGNALS 904-209-0170

904-665-8183H. JEA ~ SEWER COLLECTION ~ NATE ROUSE

904-380-6341R. COMCAST ~ EMERGENCY HOTLINE

1. IF THERE IS A CONFLICT BETWEEN JEA´S STANDARDS AND ENGINEER'S STANDARDS (MATERIALS OR SPECIFICATIONS), THE

MORE STRINGENT STANDARD SHALL APPLY.

2. SOME ABBREVIATIONS ARE SEPARATED BY PERIODS, OTHERS ARE NOT. ONLY ONE STYLE IS LISTED IN THE TABLE.

GENERAL NOTE:

STEVEN C. ROBERTI, PE NO. 51492

1 BID

05/19

J.P.S.

Page 5: BLANDING BLVD - JEA

30" OAK

2

0

"

O

A

K

2

5

"

O

A

K

1

3

"

A

P

P

L

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

O

H

E

O

H

E

X X X X X X X X X X X X X X X X X X X X X

11.0

1

1

.

0

1

0

.0

12.0

1"=5'-0"

5 2.5 0 5'

C.T.K.

J.M.J.

S.C.R.

C02

SITE PLAN

DEMOLITION

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BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

LEGEND

ITEMS TO BE

DEMOLISHED

LOCATE PROPERTY BOUNDARY,

LIMIT ALL CONSTRUCTION

ACTIVITIES WITHIN PROPERTY

BOUNDARY (TYP)

LOCATE AND REMOVE

EXISTING WELL HEADER

REMOVE BUILDING, CONCRETE

PAD AND ELECTRICAL CONDUIT

SECURE AND PROTECT

EXISTING 12" WELL

REMOVE AND STORE

EXISTING ABOVEGROUND

PIPE ABOVE TOP-OF-CASING

120' ±

50' ±

APPLETO

N AVE

PLAN

1" = 5'

EX ELEC

POLE

EX ELEC

POLE

REMOVE EXISTING

CHAIN LINK FENCE

NOTES:

1. EXISTING CONDITIONS, PIPES, AND UTILITIES HAVE BEEN PREPARED

FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER.

THE INFORMATION IS NOT GUARANTEED, THEREFORE, THE CONTRACTOR

SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING CONDITIONS,

PIPES AND UTILITIES IN THE FIELD PRIOR TO ANY CONSTRUCTION

ACTIVITIES.

LOCATE AND SECURE

WELL HEADER TO REMAIN

SEE

DWG C03

STEVEN C. ROBERTI, PE NO. 51492

1 BID

05/19

J.P.S.

Page 6: BLANDING BLVD - JEA

30" OAK

2

0

"

O

A

K

2

5

"

O

A

K

1

3

"

A

P

P

L

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

O

H

E

O

H

E

X X X X X X X X X X X X X X X X X X X X X

11.0

1

1

.

0

1

0

.0

1

0

.0

12.0

X

XXXXXXXXXXXXXXXXXXX

XX

XX

XX

X

X X X X X X X X

XX

X

X

X X X X X X X X X

X

X

X

15'

17'

5'

20' 19'

12'

10'

6'

2'

8'

12"

12"

12"

5'

MIN

12"

NOTES:

1. EXISTING CONDITIONS, PIPES, AND UTILITIES

HAVE BEEN PREPARED FROM THE MOST RELIABLE

INFORMATION AVAILABLE TO THE ENGINEER. THE

INFORMATION IS NOT GUARANTEED, THEREFORE,

THE CONTRACTOR SHALL VERIFY LOCATIONS AND

ELEVATIONS OF EXISTING CONDITIONS, PIPES

AND UTILITIES IN THE FIELD PRIOR TO ANY

CONSTRUCTION ACTIVITIES.

2. FENCE OFFSET FROM WEST PROPERTY BOUNDARY

TO AVOID LARGE TREES.

C.T.K.

G.H.D.

S.C.R.

C03

SITE PLAN

PROPOSED

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0/2

01

9 5

:1

1 P

M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

1"=5'-0"

5 2.5 0 5'

6' H x 16' WIDE

DOUBLE SWING GATE

(JEA STANDARD DETAIL ST-6M / C04)

CONNECT TO

EXISTING 12" RW

SEE M02

CRUSH

CONCRETE

"PAVER BASE"

SEE M02 FOR DETAILS

TO JEA SERVICE POLE

(SEE ELEC DRAWINGS)

APPLETO

N AVE

PLAN

1" = 5'

6' HIGH CHAIN LINK FENCE

(SEE JEA STANDARD

DETAIL ST-6M / C04)

CONCRETE

APRON

EXISTING

12" RW

5' R

10' R

10' R

10' R

10' R

EXISTING

DRIVEWAY

EXISTING

ELEC POLE

EXISTING

ELEC POLE

6' H x 4' WIDE

SINGLE SWING GATE

(JEA STANDARD DETAIL ST-6M / C04)

11.00

11.00

1

1

.

0

0

1

1

.

0

0

1

0

.

8

1

1

.

0

0

1

1

.

0

0

LEGEND:

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION00.00

302.00

1

1

.

0

0

1

0

.

8

1

C04

STEVEN C. ROBERTI, PE NO. 51492

1 BID

05/19

J.P.S.

Page 7: BLANDING BLVD - JEA

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8 P

M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

C04

CIVIL DETAILS

NOTES:

A. 6' FENCE SHALL HAVE BLACK VINYL COATING AND

VINYL SLATS. BARB WIRE AND GROUNDING NOT

REQUIRED FOR LAKESHORE WTP WELLHEAD No. 2

REHABILITATION.

(SEE NOTE A)(SEE NOTE A) (SEE NOTE A)

FINISH GRADE

CRUSHED

CONCRETE

LBR150

8"

PREPARED

SUBGRADE

DETAIL1

C031 1/2" = 1'-0"

CRUSHED CONCRETE SURFACING

TOP OF CONC SLAB

STEVEN C. ROBERTI, PE NO. 51492

1 BID

05/19

J.P.S.

Page 8: BLANDING BLVD - JEA

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

M01

A

SECTION

M01

A

1/2" = 1'-0"

12" WELLHEAD

12" SPOOL PIECE

12" BUTTERFLY VALVE

12" CHECK VALVE

12" CHECK VALVE

12" TEE WITH BLIND FLANGE

12" TEE WITH BLIND FLANGE

WELLHEAD NO. 2 PLAN

1/2"= 1'-0"

1 3'012"

1/2"=1'-0"

C.T.K.

J.M.J.

S.C.R.

M01

WELL NO. 2 - DEMOLITION

PLAN AND SECTION

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01

9 6

:0

8 A

M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

01"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

LEGEND

ITEMS TO BE

DEMOLISHED

SECURE AND

PROTECT 12" CASING

AT TOP FLANGE

REMOVE EXISTING

CONCRETE, PROTECT

EXISTING CASING

SAWCUT

APPROXIMATELY

SQUARE OF 6" FROM

CASING FOR CONC

AREA TO REMAIN

6"±

EX 12" WELL CASING

NOTES:

1. CONTRACTOR SHALL ANTICIPATE FREE FLOW FROM

THE WELL AT APPROXIMATELY 1,100 GAL\MIN.

2. CONTRACTOR MAY CONSIDER DELAYING REMOVAL

OF EXISTING EQUIPMENT BETWEEN THE 12-INCH

BUTTERFLY VALVE AND THE CASING FLANGE UNTIL

THE WELLHEAD MAINTENANCE TEE HAS BEEN

FABRICATED AND IS READY TO INSTALL.

3. CONTRACTOR SHALL TAKE ALL STEPS NECESSARY

TO MINIMIZE THE IMPACT OF UNCONTROLLED

ARTESIAN FLOW TO ADJACENT PROPERTIES.

4. WHEN DEMOLISHING THE EXISTING CONCRETE

WELLHEAD SLAB, CONTRACTOR SHALL MAKE EVERY

EFFORT NECESSARY TO PREVENT DAMAGE TO THE

EXISTING WELL CASING. CONTRACTOR TO

COORDINATE WITH FIELD INSPECTOR TO

DETERMINE THE CONDITION OF THE BELOW-GRADE

PORTION OF THE CASING WHEN THE CONCRETE

SLAB IS DEMOLISHED.

STEVEN C. ROBERTI, PE NO. 51492

1 BID

05/19

J.P.S.

Page 9: BLANDING BLVD - JEA

X X X X X X X X X X X X X

X

X

X

X

X

1 3'012"

1/2"=1'-0"

C.T.K.

G.H.D.

S.C.R.

M02

WELL NO. 2 - PROPOSED

PLAN AND SECTION

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M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

10"

MIN

10" BUTTERFLY VALVE

2" ARV / 2" BALL VALVE , PIPE TO TRENCH DRAIN

10" CHECK

VALVE W/

LIMIT SWITCH

CONDUCTIVITY SENSOR

10" FLOW

METER

PIPE HOLD

DOWN

STRAP, TYP

PRESSURE GAUGE

12"x 10"

RESTRAINED

MJxMJ REDUCER

10" TEE WITH

BLIND FLANGE

10" BUTTERFLY

VALVE

10"X 8" ECC RED

MOTOR HOLLOW-SHAFT 20

HP PREMIUM EFFICIENT

1" AIR VACUUM

VALVE, NOTE 2

10" TEE WITH BLIND FLANGE

AND BUTTERFLY VALVE

8" PUMP COLUMN

LEVEL SENSOR INSTALLED WITHIN

3/4" PVC CARRIER TUBE, NOTE 1

PUMP- 1,450 GPM @ 30 FT TDH, NOTE 6

EXISTING 12" WELL CASING

3'-6"8'-4"

SECTION

M02

B

1/2"= 1'-0"

NOTE 7

LS2-VIT

8" CI DISCHARGE HEAD

1

M03

SAMPLE TAP,

NOTE 8

2

M03

10" CONCRETE

EQUIPMENT PAD

COMPACTED BASE

EL 11.30

NAVD 88

3

M04

WELLHEAD NO. 2 PLAN

1/2"= 1'-0"

16'-0"

26'-6"

2" ARV

10" CHECK VALVECONDUCTIVITY SENSOR

10" FLOW METER

10" TEE WITH

BLIND FLANGE

10"

RESTRAINED

MJ 45° BEND

SCADA

ANTENNA

LCP / RVSS

12"x 10"

RESTRAINED

MJxMJ REDUCER

10" BFV

10"X 8" ECC RED

MOTOR HOLLOW-SHAFT

20 HP PREMIUM

EFFICIENT

1" AIR VACUUM

VALVE

M02

B

3'-6"8'-4"

10" BFV

UTILITY

METER

SPD

MTS

LIT AIT FIT

4'-0"

4'-0"

5

M04

4

M04

6

M04

10" 45° BEND

10" HARNESSED

FLANGE ADAPTOR

COUPLING

PIPE

SUPPORT, TYP

10 BF

10" HARNESSED FLANGE

ADAPTOR COUPLING

10"

BFV

10" 45° BEND

TRENCH

DRAIN

M02

C

SECTION

M02

C

1/2"= 1'-0"

SECTION B

NEENAH R-4990 HEAVY DUTY

GRATING R-990-AX TYP A

8"

6"

10"

3"

10"

12"

16"

SEE

SECTION B

#5@12"

DETAIL8

M02NTS

8

M02

2-#5

CONTINUOUS

ALL AROUND

0325101

1509300

PRESSURE

TRANSMITTER

CONCRETE PIPE

SUPPORT, TYP

PLC-1 / SCADA

XFMR

5'-0"

NOTES:

1. PROVIDE AND INSTALL (1) 3/4-INCH SCH 40 PVC

CARRIER TUBE AND (1) 1-INCH SCH 40 PVC CARRIER

TUBE BELOW THE CASING FLANGE. STRAP SECURELY

TO COLUMN PIPE DURING INSTALLATION OF PUMP.

TERMINATE CARRIER TUBE WITH END CAP JUST ABOVE

PUMP SUCTION BOWL. SEE DETAIL 1 / M03. INSTALL

LEVEL SENSOR WITHIN THE 3/4-INCH CARRIER TUBE

USING WATER TIGHT CABLE GLAND CONTA-CLIP CAT.

NO. 20901.

2. PROVIDE AND INSTALL 1-INCH AIR-VACUUM VALVE.

USE 1-INCH OD x 0.049-INCH WALL THICKNESS SST

TUBING. OFFSET AND CONNECT TO FABRICATED

CASING FLANGE AS PER DETAIL 6 / M04. TERMINATE

AIR-VACUUM VALVE VENT 12" ABOVE TRENCH DRAIN.

USE SST FINE MESH OVER VENT OPENING.

3. USE 316 SS BOLTS/NUTS/WASHERS ON ALL EXPOSED

EQUIPMENT. USE APPROPRIATE ANTI-GALLING

COATING ON ALL STAINLESS STEEL THREADS.

ANTI-SEIZE LUBRICANT SHALL BE C5-A ANTI-SEIZE BY

LOCTITE CORPORATION, MOLYKOTE P-37 ANTI-SEIZE

PASTE BY DOW CORNING, 3M ANTI-SEIZE BY 3M, OR

EQUAL.

4. USE A307/A563 BOLTS, NUTS AND WASHERS ON ALL

PIPING/FLANGE CONNECTIONS.

5. CONTRACTOR TO COORDINATE 2-BOLT FLANGE

ALIGNMENT WITH NEW PIPEWORK. ANY REQUIRED

ADJUSTMENT WITH THE EXISTING CASING FLANGE

BOLT ALIGNMENT SHALL BE MADE IN THE

ORIENTATION OF THE LOWER FLANGE OF THE 12X10

FABRICATED WELLHEAD TEE. SEE DETAIL 1/ M03.

6. HYDRAULIC PERFORMANCE OF THE VERTICAL TURBINE

PUMP BOWL ASSEMBLY SHALL MEET THE FOLLOWING

CRITERIA:

A. THE PUMP SHALL MEET A MINIMUM TDH OF 30 FEET

AT 1,450 GALLONS PER MINUTE.

B. THE PUMP SHALL MEET A MINIMUM TDH OF 35 FEET

AT 1,075 GALLONS PER MINUTE

C. MINIMUM EFFICIENCY IN THE RANGE 1,390 TO

1,460 GALLONS PER MINUTE SHALL BE WITHIN 1%

OF THE PUMP'S MAXIMUM EFFICIENCY AT THE BEST

EFFICIENCY POINT (BEP).

D. MAXIMUM POWER SHALL BE LESS THAN 25 HP AT

ANY POINT ON THE PUMP'S CURVE.

E. HEAD RISE SHALL BE CONTINUOUS TO SHUTOFF.

IF THE PUMP MANUFACTURER REPORTS A MINIMUM

CONTINUOUS STABLE FLOW RATE (MCSF), THE

VALUE MUST BE LESS THAN 1,075 GALLONS PER

MINUTE.

7. COORDINATE OPERATION OF DOWNSTREAM

ISOLATION VALVE LOCATED NEAR APPLETON AVE. AND

HAMILTON STREET WITH JEA.

8. TAP 10" DI PIPE FOR 1/2" NPT SAMPLE TAP AND

PRESSURE INSTRUMENTATION. TAPPING OF DIP

SHALL BE MACHINE FABRICATED PERPENDICULAR TO

PIPE CENTERLINE.

9. PAINT ALL EXPOSED PIPEWORK INCLUDING, VALVES,

DISCHARGE HEAD, WELLHEAD TEE, AND EXISTING

ABOVE GRADE WELL CASING.

· PRIME COAT: TNEMEC SERIES 66HS

· STRIPE COAT: TNEMEC SERIES 66HS

· FINISH COAT: TNEMEC SERIES 1095

COLORS:

· PIPEWORK: OLIVE GREEN FED STD 595B #34258

· ELECTRIC MOTOR: RED FED STD 595B #11350

· DRAINS AND OVERFLOWS BLACK FED STD 595B

#17038

9

M02

DETAIL9

M021/2"= 1'-0"

6"

10" 6" 10"

1

1

M02

D

SECTION

M02

D

1/2"= 1'-0"

SECTION B

16"

3'-0"

TRENCH DRAIN

TRENCH

DRAIN

3"

CL EX WELL CASING

7

M04

CONCRETE

PIPE SUPPORT

EX 6" ± CONC

ALL AROUND

WELL CASING

4'-0"

#5@12"

T&B, E.W.

CL EX WELL CASING

"SUBPAD", SEE

DETAIL 1/ M03

10" RESTRAINED

MJ 45° BEND

SMITH BLAIR OMNI

COUPLING MODEL 441

12" GV

TEMPORARY SAMPLE TAP

TEMPORARY

SAMPLE TAP

10

M02

11

M02

11

M02

1

C04

CRUSHED

CONCRETE

STEVEN C. ROBERTI, PE NO. 51492

1 BID

05/19

J.P.S.

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IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

DETAIL1

M02NTS

WELL HEAD

2

1

10"

CONCRETE WELL PAD SLOPE

AWAY FROM WELL CASING

CL 10" DIP ± 45" ABOVE PAD

5

6

EL 11.3 ± SLOPE PAD AWAY FROM WELL

7

FABRICATED

CASING FLANGE

LE

+/- 45' BELOW

CASING FLANGE

8

4

FABRICATED 12"x10" TEE

(SEE NOTE 2)

10" BUTTERFLY VALVE

10" BLIND FLANGE

24" DIA "SUBPAD"

EXISTING 12" CASING

EL 11.73 EXISTING CASING FLANGE

REBAR (12) #3 ADHESIVE

DOWELS WITH 5" EMBEDMENT

STUFFING BOX DRAIN

1" 90° BEND

1" PVC DRAIN

TRENCH DRAIN

W/GRATING, DWG M02

C

D

B

E

H

J

E

F

G

I

10" M

IN

DISCHARGE HEAD

BASE PLATE OR

COMPANION FLANGE

DETAIL2

M02NTS

CASING TOP FLANGE FABRICATION

A

0.8"

NOTES:

1. FOR LAKESHORE WELL NO. 2, THE FABRICATED CASING FLANGE WILL BE MOUNTED ON TOP

OF A FABRICATED 12-INCH X 10-INCH TEE. IF THE EXISTING CASING FLANGE IS NOT

ALIGNED CORRECTLY WITH THE REQUIRED DISCHARGE PIPEWORK DIRECTION, AN

ANGULAR ADJUSTMENT SHALL BE MADE AT THE LOWER FLANGE OF THE TEE DURING

FABRICATION. ALL FLANGE BOLTS ABOVE THE LOWER FLANGE OF THE TEE SHALL BE

2-BOLT ORIENTED WITH RESPECT TO THE DISCHARGE PIPEWORK.

2. CENTER OFFSET FOR COLUMN PIPE 0.80-INCH FROM THE CENTER OF THE FLANGE.

3. OFFSET DIRECTION TO BE TOWARD THE DIRECTION OF PIPE DISCHARGE AND

PERPENDICULAR TO 2-HOLE DIRECTION.

4. WELD PUMP COLUMN PIPE TO CASING FLANGED PERPENDICULAR TO CASING FLANGE. USE

CONTINUOUS FILLET WELD ON TOP AND BOTTOM OF CASING FLANGE. COLUMN PIPE TO

PROTRUDE ABOVE TOP FLANGE SUCH THAT 10-INCHES OF VERTICAL CLEARANCE EXISTS

DIRECTLY ABOVE THE 1-INCH NPT COUPLINGS AFTER THE DISCHARGE HEAD IS INSTALLED.

5. MAINTENANCE TEE SIDE OUTLET NOT SHOWN FOR DETAIL CLARITY.

KEYED NOTES:

A. FLANGE PENETRATION TO ALLOW THRU-INSTALLATION AND WELDING OF 8.625-INCH

OD SCHEDULE 40 PUMP COLUMN. FILLET WELD TO BOTH SIDES OF FLANGE.

B. ID OF 12.0-INCH WELL CASING.

C. 19.0 INCH OD OF 150# 12-INCH BLIND FLANGE.

D. (12) 1.0 INCH DIAMETER BOLT HOLES ON 17.0-INCH DIAMETER BOLT CIRCLE.

E. APPROXIMATELY 1-3/4-INCH DIAMETER PENETRATIONS TO ALLOW

THRU-INSTALLATION OF 1-INCH NPT 304 SS COUPLINGS. USE 309 ROD FOR CS-SS.

F. FABRICATED CASING TOP FLANGE.

G. TOP FLANGE OF FABRICATED 12 X 10 MAINTENANCE TEE.

H. FABRICATED 12 X 10 MAINTENANCE TEE (SIDE OUTLET NOT SHOWN).

I. INSTALL (1) 1-INCH SCH 40 PVC CARRIER TUBE PLUS (1) 3/4-INCH SCH 40 PVC

CARRIER TUBE. 3/8-INCH HOLES DRILLED THROUGH ENTIRE LENGTH AT 12-INCH

INTERVALS. USE MALE THREADED ADAPTOR. USE REMAINING 1-INCH PORT FOR

AVRV.

J. APPROXIMATE 9.7-INCH OD OF 8-INCH COLUMN PIPE COUPLINGS.

K. APPROX. 1-13/32 INCH DIA PENETRATION TO ALLOW THROUGH INSTALLATION OF

3/4-INCH NPT 304 SS COUPLING. USE 309 ROD CS-SS.

NOTES:

1. MAINTAIN A 30" CLEARANCE AROUND THE WELLHEAD TO PREVENT DAMAGE DURING PUMP

INSTALLATION AND REMOVAL.

2. MAINTENANCE TEE IS ROTATED FOR DETAIL CLARITY. 10" SIDE OUTLET TO BE ORIENTED

TO THE EAST.

KEYED NOTES:

1. MAKE WATER-TIGHT SEAL BETWEEN LEVEL ELEMENT CABLE AND THREADED PORT USING

APPROPRIATE CABLE GLAND. INSTALL LEVEL PROBE APPROXIMATELY 12” ABOVE THE

BOTTOM OF THE CARRIER TUBE.

2. SEE MECHANICAL DETAIL 2/ M02 FOR PUMP COLUMN PIPE OFFSET DETAIL.

3. 1-INCH SCH 40 PVC CARRIER PIPE, STRAP SECURELY TO PUMP COLUMN. DRILL 3/8" EVERY

12" ALONG LENGTH. USE BOTTOM END CAP.

4. IMBED EXISTING CASING FLANGE AT BOTTOM OF MAINTENANCE TEE FLANGE WITHIN A 24"

DIAMETER REINFORCED "SUB PAD" RAISED ABOVE EQUIPMENT PAD FLOOR REINFORCED

W/(12) PIECES OF #3 REBAR.

5. ADJUST ANY DISCREPANCY BETWEEN EXISTING CASING FLANGE BOLT ORIENTATION AND

HORIZONTAL DIRECTION OF DISCHARGE PIPING DURING FABRICATION OF THE LOWER

FLANGE OF THE MAINTENANCE TEE. ALL FLANGE JOINTS ABOVE THE LOWER FLANGE SHALL

BE 2-BOLT ORIENTED W/ RESPECT TO THE DISCHARGE PIPE WORK.

6. FABRICATE 12-INCH X 10-INCH SIDE OUTLET TEE, ASTM A53 SCHEDULE 40. INSTALL

10-INCH BUTTERFLY VALVE AND 10-INCH BLIND FLANGE. ORIENT TEE TOWARD EAST.

7. BUTTERFLY VALVE MUST BE OF A DESIGN WHICH ALLOWS REMOVAL OF THE BLIND FLANGE

WHILE REMAINING SECURELY CONNECTED TO 10" FLANGED TEE. (NO THROUGH BOLT

DESIGN)

8. STUFFING BOX DRAIN TO BE DIRECTED TO TRENCH DRAIN EMBEDDED IN CONCRETE PAD.

3

A

A A

(PLAN VIEW)

SECTION A-A

NTS

(SECTION VIEW)

(ELEVATION VIEW)

K

1" PVC CARRIER TUBE

3/4" CARRIER TUBE

FOR LEVEL PROVE

20"

1" CARRIER

TUBE FOR AVRV

STEVEN C. ROBERTI, PE NO. 51492

1 BID

05/19

J.P.S.

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IF THIS BAR DOES NOT

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IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

6" MIN

(12" W

ID

E)

VARIES

120°

#4 EF, TYP

CONC FLOOR

#5 DOWELS @12" EF

SEE NOTE 1

NOTES:

1. DOWELS MAY BE CAST IN WITH 90° HOOK OR ANCHORED WITH DOWEL ADHESIVE

AT CONTRACTORS OPTION. WHERE FLOOR IS 8" THICK OR LESS, USE #4 DOWELS

EMBEDDED TO WITHIN 2" OF BOTTOM OF FLOOR SLAB.

2. COORDINATE SUPPORT WIDTH WITH PIPE STRAP ANCHORAGE REQUIREMENTS.

PROVIDE 6" MINIMUM, FROM CENTER OF PIPE STRAP ANCHOR ROD TO EDGE OF

CONCRETE.

#3 TIES @12"

SEE N

OTE 1

8" M

IN

,

SEE NOTE 2

PIPE OD

REQUIRED

COVER +

1" MAX

1/4" MIN NEOPRENE PAD,

DUROMETER 40 TO 50

MATERIAL HARDNESS,

SEE NOTE 2

APPROVED

ADHESIVE ON

BOTH CONTACT

SURFACES OF PAD

ROTATE HOOK 90° FROM SHOWN SO

THAT HOOK IS PARALLEL TO PIPE, TYP

DOWEL

ADHESIVE

DETAIL3

M02NTS

CRADLE PIPE SUPPORT

DETAIL5

M02NTS

PRESSURE CONNECTION INSTALLATION

DETAIL4

M02NTS

CONDUCTIVITY ANALYZER INSTALLATION

DETAIL6

M02NTS

ATTACHMENT OF 1" AIR/VACUUM VALVE TO 1" CASING FLANGE

PRESSURE TRANSMITTER

0-60 PSI PRESSURE GAUGE

1" AIR/VACCUM RELIEF VALVE

1" BALL VALVE SST

SST VENT TERMINATE 12" ABOVE

FLOOR DRAIN. SCREEN OPENING

USING FINE MESH SST SCREEN

1" CLOSE NIPPLE SST

3/16" STAINLESS WELDED TO

TUBING. BOLT TO SOLE PLATE

1.0" OD x 0.049" WALL THICKNESS STAINLESS

TUBING. (2) 3" CENTER LINE RADIUS BENDS

USE 1" STAINLESS STEEL COMPRESSION x 1"

MPT FITTINGS ON EACH END OF TUBE

1" SST COUPLING AS PER "E" KEYED NOTE ON DETAIL 2/ M03.

NOTE AIR VACUUM VALVE TO BE INSTALLED IN THE COUPLING

THAT DOES NOT HAVE A 1" CARRIER TUBE BELOW IT.

FABRICATED OFFSET CASING

FLANGE, DETAIL 2

FABRICATED 12"x10"

MAINTENANCE TEE, DETAIL 1

DISCHARGE HEAD

SOLE PLATE

8" PUMP

COLUMN PIPE

B

BUSHING AS REQUIRED

1/2" SST BALL VALVE

1/2" SST NIPPLE

SMOOTH SPOUT

SAMPLE TAP

NOTES:

1. ALL PIPE/FITTINGS SHALL BE 316 SST.

2. TO THE EXTENT POSSIBLE CONTRACTOR SHALL KEEP

GAUGE VISIBLE AT DIMENSION SHOWN.

3. TAPS FOR DIP TO BE SHOP FABRICATED

PERPENDICULAR TO THE CENTER LINE OF PIPE.

NOTES:

NO PVC CARRIER PIPE BELOW AVRV

NOTE 1

B

10"

1509300

WHERE REQUIRED

WEATHER PROOF JUNCTION BOX

(PREAMP ENCLOSURE)

PROBE COMPRESSION CONNECTOR

REDUCING COUPLING

1-1/2" 316 SST FULL PORT BALL VALVE V307

2" THREADED NIPPPE, LENGTHS TO REQUIRED TO

REPLACE PROBE TIP IN PIPELINE CENTER. CONTRACTOR

TO DETERMINE LENGTH OF PROBE.

DOUBLE STRAP SERVICE SADDLE

PROBE

NOTES:

1. PROVIDE MINIMUM 14" CLEARANCE ABOVE

JUNCGTION BOX FOR PROBE REMOVAL IF REQUIRED.

2. CONDUCTIVITY ANALYZER AND PROBE TO BE

FURNISHED BY ELECTRICAL CONTRACTOR.

COORDINATE PROBE LENGTH WITH JEA.

1/2" SST BALL VALVE

1/2" SST BALL VALVE

1/2" SST NIPPLE

TAP TO ACCEPT

THREADED NIPPLES

TAP TO ACCEPT

THREADED NIPPLES

DETAIL7

M02NTS

PIPE SUPPORT

PIER

0331602

TIES

#3@

12"

VARIES

(12" W

ID

E)

8" M

IN

SEE N

OTE

DOWEL ADHESIVE

60°

MIN

1/4" MIN NEOPRENE PAD,

DUROMETER 40 TO 50

MATERIAL HARDNESS

#5 DOWELS @ 12"

MAX, EF, SEE NOTE

PIPE OR VALVE BODY

NOTES:

1. DOWELS MAY BE CAST IN WITH 90° HOOK OR ANCHORED WITH

DOWEL ADHESIVE AT CONTRACTORS OPTION. WHERE FLOOR IS 8"

THICK OR LESS, USE #4 DOWELS EMBEDDED TO WITHIN 2" OF

BOTTOM OF FLOOR SLAB.

2. PIER SHALL BE MINIMUM 12" THICK EACH WAY HORIZONTALLY, AND

SHALL BE SQUARE UNDER LARGE VALVE BODIES SUCH AS CHECK

VALVES

REQUIRED

COVER +

1" MAX

APRO

X. 60" (SEE N

OTE 2)

ABO

VE TO

P O

F CO

NCRETE SLAB

10" CLDI RAW WATER HEADER

STEVEN C. ROBERTI, PE NO. 51492

1 BID

05/19

J.P.S.

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8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

BASIC ELECTRICAL REQUIREMENTS:1.0 Scope of Work1.1 THE SCOPE OF WORK SHALL BE AS DESCRIBED IN SPECIFICATION SECTION 16010.

1.2 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS ANDAPPROVALS AND TO INCLUDE ALL FEES AS PART OF HIS BID IF NOT OTHERWISENOTED.

1.3 THE CONTRACTOR SHALL, BEFORE SUBMITTING HIS BID, VISIT THE SITE OF THEPROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS. NOALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THECONTRACTOR TO OBSERVE THEM.

1.4 IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL LOCALUTILITIES, INCLUDING THE POWER AND TELEPHONE UTILITIES TO MEET ALL OFTHEIR INSTALLATION REQUIREMENTS. ALL FEES, LABOR, EQUIPMENT ORMATERIALS NECESSARY TO MEET THESE REQUIREMENTS IS TO BE INCLUDED INTHE BID. THE CONTRACTOR SHALL OBTAIN, DELIVER AND INSTALL ALLCONDUITS, PULL-BOXES AND EQUIPMENT AS REQUIRED BY THE UTILITIES TOTHEIR SPECIFICATIONS. THE TELEPHONE UTILITY REPRESENTATIVE IS THE CITY'STELEPHONE CONTRACTOR.

1.5 THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE ENGINEER ANDOWNER.

1.6 THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THEELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWNBUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BEINCLUDED.

1.7 ALL EQUIPMENT AND MATERIAL SHALL BE NEW, UNUSED AND U.L. LISTED. ALLREFERENCES TO A PARTICULAR MANUFACTURER ARE GIVEN ON AN "APPROVEDEQUAL" BASIS.

1.8 THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS INSTALLED ORMODIFIED UNDER THIS PROJECT AND REPAIR OR REPLACE ALL DEFECTIVE WORKTO THE SATISFACTION OF THE ENGINEER AND OWNER.

1.9 ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BEGUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR APERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE UNLESS OTHERWISE NOTED.

1.10 SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL ELECTRICAL & CONTROLEQUIPMENT AND MATERIAL.

2.0 Codes and Standards2.1 THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE MINIMUM FOLLOWING

STANDARDS AND CODES:2.2 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)2.3 NATIONAL ELECTRICAL CODE (NEC), (NFPA 70 2014 EDITION)2.4 NATIONAL ELECTRICAL SAFETY CODE, (NFPA 70E 2012 EDITION)2.5 STANDARD FOR FIRE PROTECTION IN WASTEWATER TREATMENT AND

COLLECTION FACILITIES, (NFPA 820 2012 EDITION)2.6 OTHER NFPA CODES AS APPLICABLE2.7 FLORIDA BUILDING CODE (FBC 2010 EDITION)2.8 LOCAL CODES, CITY CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

2.9 AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)2.10 NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)2.11 INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)2.12 INSULATED CABLE ENGINEERS ASSOCIATION (ICEA)2.13 OCCUPATIONAL SAFETY AHD HEALTH ACT (OSHA)2.14 AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)2.15 UNDERWRITERS LABORATORIES (UL) LISTING AND LABELING FOR ALL MATERIALS

AND EQUIPMENT WHERE APPLICABLE STANDARDS EXIST

3.0 General Items3.1 ALL CIRCUITS SHALL BE IDENTIFIED IN JUNCTION BOXES, PULL BOXES, CONTROL

PANELS, PANELBOARDS, LIGHTING POLES, CONTROLLERS AND SERVICE POINTS.IDENTIFICATION SHALL MATCH PANELBOARD SCHEDULES.

3.2 ALL LOCATIONS OF EQUIPMENT, PANELS ETC. ARE SHOWN FOR ILLUSTRATIONPURPOSES. CONTRACTOR SHALL VERIFY AND COORDINATE EXACT LOCATIONAND SIZE WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS PRIOR TOANY INSTALLATION AND THEN INSTALL AS SUCH WITH CORRESPONDINGCONDUIT STUB-UPS.

3.3 SEE OTHER DISCIPLINE DRAWINGS FOR COORDINATION OF ALL DRAWINGS. ANYCONFLICTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION ANDMOVEMENT OF CONDUITS OR OTHER ELECTRICAL EQUIPMENT SHALL BEACCOMPLISHED WITHOUT ANY ADDITIONAL COST FOR THE OWNER.

3.4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUIT AND WIRINGINSTALLATION FOR ALL VENDOR PROVIDED EQUIPMENT (PACKAGE SYSTEMS). IFTHE SHOP DRAWINGS DIFFER FROM THE DESIGNED FACILITIES, THECONTRACTOR SHALL REDESIGN THE FACILITIES AND SUBMIT THE REVISEDDESIGN FOR THE ENGINEER'S APPROVAL ALONG WITH THE SHOP DRAWINGS.THERE SHALL BE NO ADDITIONAL COST TO THE OWNER FOR THE REDESIGN NORFOR ANY ADDITIONAL CONDUITS AND WIRING. DURING SUBMITTAL THECONTRACTOR SHALL VERIFY ALL SUPPLIED BREAKER SIZES FOR ALL PACKAGEDSYSTEMS SUCH AS HVAC, EXHAUST FANS, MIXERS, CHEMICAL PUMPS ETC. ANDMODIFY ALL BREAKERS IN MCC'S AND PANELBOARDS ACCORDINGLY WITHOUTANY ADDITIONAL COST TO THE OWNER.

3.5 CONTRACTOR SHALL RESTORE SIDEWALKS, ROADWAYS, SOD AND SPRINKLERSYSTEM PIPING TO MATCH EXISTING, AFTER THE COMPLETION OF THE CONDUITAND PULLBOX INSTALLATION.

3.6 ELECTRICAL EQUIPMENT SHALL BE DEFINED AS ANY ELECTRICAL DEVICE USED INCONJUNCTION WITH OTHER EQUIPMENT REQUIRING ELECTRICITY FOROPERATION. THIS INCLUDES BUT IS NOT LIMITED TO: DISCONNECT SWITCHES,JUNCTION BOXES, PANELBOARDS, TRANSFORMERS, LIGHTING FIXTURES, MOTORSTARTERS, SWITCHGEAR, MOTOR CONTROL CENTERS, CONTROLS, LOCALCONTROL PANELS.

3.7 ALL REFERENCES TO STAINLESS STEEL (SS) SHALL MEAN TYPE 316 STAINLESSSTEEL UNLESS OTHERWISE NOTED.

3.8 ALL ELECTRICAL EQUIPMENT IN DESIGNATED CORROSIVE AREAS SHALL BE NEMA4X 316 STAINLESS STEEL OR NON-METALLIC (FRP).

3.9 OUTDOOR LIGHTING FIXTURES SHALL BE COPPER FREE ALUMINUM.3.10 CONTRACTOR SHALL PROVIDE AS PART OF THE ELECTRICAL SUBMITTAL, A

LAYOUT OF THE ELECTRICAL ROOM SHOWING SIZES OF ALL EQUIPMENTINCLUDING LIGHTING, AND HVAC WITH THEIR SPATIAL RELATIONSHIPS.

3.11 CONTRACTOR SHALL PROVIDE AND INSTALL WIRE ID TAGS ON ALL WIRING THATINTERFACES WITH OTHER EQUIPMENT. INSTRUMENTATION WIRING SHALL USESIGNAL ID TAG FROM I/O LIST UNLESS OTHERWISE NOTED.

4.0 Operation and Maintenance Manuals4.1 CONTRACTOR SHALL PROVIDE AN OPERATION AND MAINTENANCE MANUAL PER

FBC EC C405.7.4.2 INCLUDING:1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTION FOREACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE.2. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENTREQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALLBE CLEARLY IDENTIFIED3. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY

4.2 SEE SPECIFICATIONS FOR ADDITIONAL DETAILS

5.0 Project Coseout5.1 CONTRACTOR SHALL PROVIDE RECORD DRAWINGS TO THE OWNER AND

ENGINEER WITHIN 30 DAYS OF PUMP STATION ACCEPTANCE. THESE SHALLINCLUDE PER FBC EC C405.7.4.1:

5.2 A LAMINATED AND FRAMED MINIMUM 11X17 INCH SINGLE LINE DIAGRAM OFTHE SITE ELECTRICAL SYSTEM SHALL BE PROVIDED FOR INSTALLATIONADJACENT TO THE MAIN ELECTRICAL GEAR.

5.3 PLAN VIEWS OF COMPLETE PUMP STATION

6.0 Raceways6.1 CONDUITS RUN IN PARALLEL: INSTRUMENTATION CONDUITS SHALL HAVE A

MINIMUM SEPARATION FROM POWER CONDUITS AS INDICATED IN TABLEWHETHER CONCRETE ENCASED DUCT BANKS, DIRECT BURIED, SURFACE ORRACKS: VOLTAGE DISTANCE 4160V 3 FT 480V 2 FT 120V 1 FT

6.2 NOT ALL CONDUITS SHOWN ON RISER AND ONE-LINE DIAGRAMS ARE SHOWNON BUILDING LAYOUTS. CONTRACTOR SHALL SUPPLY ALL CONDUITS ANDCABLES AS SHOWN ON RISERS AND ONE-LINE DIAGRAMS.

6.3 EXPOSED RUNS OF CONDUITS SHALL BE INSTALLED WITH RUNS PARALLEL ORPERPENDICULAR TO WALLS, STRUCTURAL MEMBERS OR INTERSECTIONS OFVERTICAL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS CONSISTING OFSYMMETRICAL BENDS OR PULL BOXES AS INDICATED ON THE DRAWINGS. BENDSAND OFFSETS SHALL BE AVOIDED WHERE POSSIBLE.

6.4 THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OFCONDUIT RUNS. THESE ARE TO BE COORDINATED WITH THE OTHER TRADES SOTHAT CONFLICTS ARE AVOIDED PRIOR TO INSTALLATIONS.

6.5 CONTRACTOR SHALL CORE DRILL EXISTING CONCRETE WALLS, FLOORS,MANHOLES, HAND HOLES AND PULL BOXES FOR CONDUIT PENETRATIONS. SEALPENETRATIONS WITH NON-SHRINK GROUT OR APPROPRIATE FIRE RATEDDEVICES WHERE APPLICABLE.

6.6 ALL CONDUITS PENETRATING RATED FIRE WALLS OR RATED FIRE FLOORS SHALLBE INSTALLED WITH U.L. APPROVED DEVICES AND OR FIRE RATED SEALINGCOMPOUND TO MAINTAIN THE FIRE RATING OF THE WALL OR FLOORPENETRATED.

6.7 PROVIDE CONDUIT DUCT SEAL AT ALL CONDUIT ENDS.6.8 ALL SPARE, ABANDONED, OR EMPTY CONDUITS SHALL BE SEALED WITH A CAP

AT BOTH ENDS AND A PULL STRING INSTALLED WITH IDENTIFICATION OF OTHEREND LOCATION AT BOTH ENDS.

6.9 FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL MOTORS AND OTHERVIBRATING EQUIPMENT AND SHALL BE BETWEEN 18" AND 36" IN LENGTH.

6.10 ALL METALLIC CONDUITS BELOW GRADE TO A MINIMUM ELEVATION OF 12INCHES ABOVE GRADE SHALL BE ASPHALT COATED ALUMINUM RIGID METALCONDUIT (RMC).

6.11 ALL METALLIC CONDUITS 12 INCHES AND GREATER ABOVE GRADE SHALL BEALUMINUM RMC.

6.12

ALL REFERENCES TO RMC SHALL MEAN RIGID ALUMINUM CONDUIT

UNLESS OTHERWISE NOTED.

6.13

NOT USED THIS PROJECT

6.14 RIGID GALVANIZED STEEL CONDUIT SHALL BE USED FOR

INSTRUMENTATION WIRING.

7.0 Duct Banks & Manholes7.1 LOCATIONS OF MANHOLES, HANDHOLES AND PULL BOXES ARE APPROXIMATE.

CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH EXISTING AND NEWPIPING OR CONDUIT AND ADJUST ACCORDINGLY.

7.2 COLORED WARNING TAPE 6" WIDE SHALL BE INSTALLED 8" BELOW FINISHEDGRADE DIRECTLY ABOVE ALL UNDERGROUND YARD CONDUITS ACCORDING TOTHE FOLLOWING SCHEDULE:

7.3 POWER: RED7.4 ALL OTHER CONDUITS: GREEN7.5 ALL EXCAVATIONS FOR CONDUITS, HANDHOLES, MANHOLES AND PULLBOXES

NEAR EXISTING PIPING, CONDUIT AND EQUIPMENT SHALL BE HAND EXCAVATEDAND COORDINATED WITH PLANT ENGINEER AT JEA.

7.6 MINIMUM DEPTH FROM TOP OF DUCT BANKS OR CONDUITS TO FINISHEDGRADE SHALL BE 24" UNLESS OTHERWISE NOTED.

7.7 IF CONCRETE ENCASED DUCT BANKS INCLUDE POWER WITH ANY TYPE OFSIGNALS EXCEPT FIBER OPTIC CABLE, ALL CONDUITS SHALL BE METALLIC.

7.8 CONCRETE DUCT BANKS WITH POWER ONLY WIRING MAY BE PVC UNLESSOTHERWISE NOTED ON THE DRAWINGS.

7.9 SLOPE DUCT BANKS A MINIMUM 3 INCHES PER 100 FEET DOWN AWAY FROMBUILDINGS.

7.10 DUCT BANK CONCRETE SHALL BE MINIMUM CLASS C 2500 PSI

8.0 Conductors8.1 ALUMINUM CONDUCTORS SHALL NOT BE USED FOR THIS PROJECT.8.2 CONDUCTOR PULLING TENSIONS SHALL NOT EXCEED MANUFACTURER'S

RECOMMENDATION. CONTRACTOR SHALL INSTALL PULL BOXES TO MEETMANUFACTURER'S REQUIREMENTS.

8.3 COPPER CONDUCTORS FOR POWER WIRING WITH A VOLTAGE GREATER THAN240V TO GROUND SHALL BE XHHW-2. OTHER POWER WIRING SHALL BE EITHERXHHW OR THWN STRANDED COPPER WIRING.

8.4 BRANCH CIRCUITS EXCEEDING 100 FT IN LENGTH SHALL BE WIRED WITHMINIMUM #10 AWG COPPER WIRES. CONTRACTOR SHALL VERIFY REQUIREDWIRE SIZE WITH VOLTAGE DROP CALCULATIONS.

9.0 Boxes

9.1 ALL ENCLOSURES, TJB, WIREWAY, PULL BOXES ETC. SHALL CONTAIN AGROUNDING BUS. CONNECT ALL RACEWAY BONDS TO THIS BUS VIAGROUNDING BUSHING AND EXTEND BONDING JUMPER FROM THIS BUS TO THEENCLOSURE.

9.2 ALL JUNCTIONS BOXES, LOCAL CONTROL PANELS, DISCONNECT SWITCHES ANDINSTALLATION HARDWARE INSTALLED OUTDOORS SHALL BE 316 STEEL.

10.0 Panels10.1 ALL CONTROL PANELS SHALL BE CONSTRUCTED BY A UL 508A APPROVED PANEL

VENDOR AND SHALL BEAR A UL 508A LABEL ON THE PANEL.10.2 TYPEWRITTEN AND LAMINATED PANEL SCHEDULES SHALL BE INSTALLED IN EACH

PANELBOARD, AND TYPEWRITTEN TERMINAL BLOCK SCHEDULES IN EACHCONTROL CABINET.

10.3 ALL PANELBOARDS SHALL INCLUDE AN INTEGRAL FACTORY INSTALLED SURGEPROTECTION DEVICES (SPD AKA TVSS).

10.4 CONTRACTOR SHALL BALANCE PANELBOARD LOADS AT THE END OF THEPROJECT.

11.0 Grounding11.1 GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH NEC, ARTICLE 250. THE

GROUNDING SYSTEM TEST SHALL NOT EXCEED A 48 HOUR SPAN DRYRESISTANCE OF 10 OHMS. ADDITIONAL GROUNDING TO MEET THISREQUIREMENT SHALL BE INSTALLED AT NO EXTRA COST. GROUNDING ANDBONDING CONNECTIONS SHALL NOT BE PAINTED. ALL GROUNDINGCONNECTIONS SHALL BE EXOTHERMIC UNLESS SPECIFICALLY INDICATEDOTHERWISE.

11.2 AN EQUIPMENT GROUND WIRE SIZED PER NEC SHALL BE PULLED IN ALLELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER OR NOT INDICATEDON THE PLANS.

12.0 Instrumentation12.1 INSTRUMENTATION IS LOW VOLTAGE SIGNALS SUCH AS 4-20MA, TELEPHONE

COMMUNICATION, FIRE ALARM COMMUNICATION. POWER CONDUITS SHALLONLY CROSS INSTRUMENTATION CONDUIT PERPENDICULARLY AT RIGHT ANGLESWITH 6" SEPARATION.

12.2 THE POWER AND SIGNAL SIDES OF ALL EXTERIOR INSTALLED INSTRUMENTATIONSHALL HAVE SURGE PROTECTION AND SHALL BE GROUNDED TO A SEPARATEGROUND ROD AT THE INSTRUMENT.

12.3 INSTRUMENTATION GROUND SHALL BE A #6 AWG COPPER CONNECTED TO THEGROUND GRID OR CONNECTED TO A DRIVEN GROUND. #6 GROUND WIRE SHALLBE INSTALLED IN CONDUIT WHERE EXPOSED. GROUND RODS SHALL BE 5/8" OR3/4" BY A MINIMUM OF 20' IN LENGTH, AS INDICATED ON THE DRAWINGS.

12.4 CONTRACTOR SHALL INSTALL A SWITCH TO DISCONNECT POWER AT EACH FOURWIRE INSTRUMENT.

13.0 Signage13.1 CONTRACTOR SHALL PROVIDE SIGNAGE PER NEC 110.24 AND NEC 702.7 AT THE

SERVICE ENTRANCE EQUIPMENT.13.2 CONTRACTOR SHALL PROVIDE SIGNAGE PER NFPA 110 FOR THE EMERGENCY

SHUT-OFF BUTTON LOCATED ON THE NORTH EAST OUTSIDE CORNER OF THEELECTRICAL BUILDING.

13.3 CONTRACTOR SHALL PROVIDE SIGNAGE PER NFPA 704 FOR THE FUEL SUPPLY.13.4 CONTRACTOR SHALL PROVIDE AND INSTALL ARC-FLASH HAZARD WARNING

LABELS PER NEC 110.16 AND 110.21. THESE RULES APPLY AS A MINIMUM TOSWITCHBOARDS, SWITCHGEAR, PANELBOARDS, MOTOR CONTROL CENTERS,INDUSTRIAL CONTROL PANELS, METER SOCKET ENCLOSURES, AND ENCLOSEDCIRCUIT BREAKERS. CONTRACTOR SHALL SUBMIT SHORT CIRCUIT AND ARCFLASH CALCULATIONS FOR REVIEW.

14.0 Electrical Devices (Sw and Recp)14.1 ALL RECEPTACLES SHALL BE INSTALLED 18" AFF UNLESS OTHERWISE NOTED.

LIGHT SWITCHES SHALL BE MOUNTED 48" AFF UNLESS OTHERWISE NOTED.14.2 ALL RECEPTACLES WITHIN 6' OF A SINK SHALL BE GFI.14.3 CONTRACTOR SHALL PROVIDE, INSTALL, TERMINATE AND TEST NEW STATION

TELEMETRY EQUIPMENT. SEE DATA FLOW SCADA SYSTEMS (DFS) NOTES BELOW.

JOHN C. BURKE, PE NO. 17301

1 BID

05/19

J.P.S.

Page 13: BLANDING BLVD - JEA

J.C.B.

J.M.B.

J.M.B.

E02

ELECTRICAL LEGEND AND

SYMBOLS

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BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

ABBREVIATIONS

ABBR.

DESCRIPTION

A

AMMETER, AMPERE

AC ALTERNATING CURRENT

AF CB AMPERE FRAME SIZE

AFD

ADJUSTABLE FREQUENCY DRIVE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISTICTION

AIC SYMM. AMPS INTERRUPTING CAP.

AL ALUMINUM

ARC ALUMINUM RIGID CONDUIT

AS AMMETER SENSOR OR SWITCH

ASYM ASYMMETRICAL

AT CB AMPERE TRIP SETTING

ATS AUTOMATIC TRANSFER SWITCH

AUX AUXILIARY

AWG AMERICAN WIRE GAUGE

BC BARE COPPER

BCG BATTERY CHARGER

BSDG BUILDING

C

CONDUIT, CONTACTOR

CB CIRCUIT BREAKER

CDB CONC ENCASED DUCT BANK

CKT CIRCUIT

CMS COMBINATION MOTOR STARTER

CNTL CONTROL

C.O. CONDUIT ONLY

CONC CONCRETE

CPT CONTROL POWER TRANSFORMER

CR CONTROL RELAY

CT CURRENT TRANSFORMER

D DUCT BANK

DC DIRECT CURRENT

DEF DIESEL EXHAUST FLUID

DPM DIGITAL POWER MONITOR

EC EMPTY CONDUIT

ECDB EX CONC ENCASED DUCT BANK

ECP

EQUIPMENT CONTROL PANEL

EF EXHAUST FAN

EG EMERGENCY GENERATOR

EMH

ELECT MANHOLE (SEE MAS)

EMT ELECTRICAL METAL TUBING

ENCL ENCLOSURE

EPB EXISTING PULLBOX

EQUIP EQUIPMENT

ERMC-A

ELECTRICAL RIGID METAL CONDUIT -

ALUMINUM

ERMC-S

ELECTRICAL RIGID METAL CONDUIT -

STEEL

ETM ELAPSED TIME METER

EX EXISTING

FDR FEEDER

F,FU

FUSE

FI FLOW INDICATOR

FLA FULL LOAD AMPS

FLEX FLEXIBLE CONDUIT

FLR FLOOR

FLUOR FLUORESCENT

FLVC FULL VOLTAGE LIGHTING CONTACTOR

FM FLOW METER

F.O. FAIL OPEN

FOC FIBER OPTIC CABLE

FS FLOW SWITCH

FT FLOW TRANSMITTER

FUT FUTURE

FVNR FULL VOLTAGE NON-REVERSING

G

GREEN, GROUND

GALV GALVANIZED

GDR GROUNDING RESISTOR

GEC GROUNDING ELECTRODE CONDUCTOR

GEN GENERATOR

GFCI GROUND FAULT CIRCUITINTERRUPTER

GFR GROUND FAULT RELAY

GND GROUND

GRS/RMCGALVANIZED RIGID STEEL (CONDUIT)

GTB GENERATOR TIE BREAKER

ABBREVIATIONS

ABBR.

DESCRIPTION

HH HANDHOLE

HID HIGH INTENSITY DISCHARGE

HOA

HAND/OFF/AUTO

HOR

HAND/OFF/REMOTE

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HTR HEATER

HV HIGH VOLTAGE

HVAC

HEAT, VENTILATION, AIR COND.

HZ

HERTZ (FREQUENCY)

IC INTERRUPTING CAPACITY

ID INSIDE DIAMETER

IMC INTERMEDIATE METAL CONDUIT

INST INSTANTANEOUS

I/O INPUT / OUTPUT SIGNALS

IP INSTRUMENT PANEL

JB JUNCTION BOX

K KEY OR KIRK KEY INTERLOCK

kcmil 1000 CIRCULAR MILS

kV KILOVOLTS

kVA KILOVOLT-AMPERE

kVAR KILOVOLT-AMPERE REACTIVE

kW KILOWATT

kWhKILOWATT-HOUR

LA LIGHTING ARRESTER

LC LOAD CENTER

LCP LOCAL CONTROL PANEL

LFMC

LIQUID TIGHT FLEX METAL CONDUIT

LP-# LIGHTING PANEL NUMBER #

LR

LOCAL/REMOTE OR LATCHING RELAY

LRA LOCKED ROTOR AMPS

LS LIMIT SWITCH

LTC LIGHTING CONTACTOR

LTG LIGHTING

LV LOW VOLTAGE

M MOTOR OR MOTOR CONTACTOR

MAS MAINTENANCE ACCESS STRUCTURE

MA MILLIAMPS

MAX MAXIMUM

MBS MANUAL BYPASS SWITCH

MC METAL CLAD

MCA MAXIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MERC MERCURY VAPOR

MFG MANUFACTURER

MFR MULTI-FUNCTIONAL RELAY

MGB MAIN GROUNDING BUS

MI MECHANICAL INTERLOCK

MLO MAIN LUGS ONLY

MOCP MAXIMUM OVERCURRENT PROTECTION

MOV MOTOR OPERATED VALVE

MPZ MINI-POWER ZONE

MSC MFR SUPPLIED CABLE

MTS MANUAL TRANSFER SWITCH

MT MOUNT

MTD MOTOR TEMPERATURE DETECTOR

MV MEDIUM VOLTAGE

N NEUTRAL

NA NOT APPLICABLE

NC NORMALLY CLOSED

NEMA NATIONAL ELEC. MFR. ASSOC.

NF NON-FUSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NP NAMEPLATE

NTS NOT TO SCALE

OC OCCUPANCY CONTROL

OD OUTSIDE DIAMETER

OL OVERLOAD

OH OVERHEAD

OWS OPERATOR WORK STATION

ABBREVIATIONS

ABBR.

DESCRIPTION

P POLE

PB PULL BOX OR PUSH BUTTON

PC PHOTOCELL

PCP PROCESS CONTROL PANEL

PF POWER FACTOR

PH PHASE

PLC PROGRAMMABLE LOGIC CONTROLLER

PM PHASE MONITOR

PMU POWER MONITOR UNIT

PNL PANEL

PP

POWER PANEL (480VAC)

PR PAIR

PS PRESSURE SWITCH

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE CONDUIT

PWR POWER

RCPT RECEPTACLE

REF REFERENCE

REQD REQUIRED

RGS RIGID GALVANIZED STEEL CONDUIT

RMC RIGID METAL CONDUIT

RM ROOM

RMS

ROOT MEAN SQUARE

RS RIGID STEEL

RTD RESISTANCE TEMPERATURE DETECTOR

RTU REMOTE TELEMETRY UNIT

RVSS REDUCED VOLTAGE SOFT STARTER

SA SURGE ARRESTER

SC SURGE CAPACITOR

SEC SECONDARY

SEL SELECTOR

SF SUPPLY FAN

SH SPACE HEATER

SLD SINGLE LINE DIAGRAM

SMH SIGNAL MAINTENANCE HOLE

S/N

SOLID NEUTRAL

SPEC SPECIFICATIONS

SPD SURGE PROTECTIVE DEVICE

SSRVS SOLID STATE REDUCED VOLTAGE ST.

SST STAINLESS STEEL

SUB SUBSTATION

SV SOLENOID VALVE

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

SYM SYMMETRICAL

SYS SYSTEM

T THERMOSTAT

TB TERMINAL BLOCK

TDR TIME DELAY RELAY

TE TERMINAL ENCLOSURE

TEL TELEPHONE

TEMP TEMPERATURE

TJB TERMINAL JUNCTION BOX

TS THERMAL SWITCH

TSP TWISTED SHIELDED PAIR

TVSS TRANSIENT VOLTAGE SURGE SUPPR.

TYP TYPICAL

UGE UNDERGROUND ELECTRIC UTILITY

U/G

UNDERGROUND

UPS UNINTERRUPTIBLE POWER SUPPLY

UVR UNDERVOLTAGE RELAY

V VOLT OR VOLTMETER

VA VOLTAMPERE

VAR VOLTAMPERE REACTIVE

VFD

VARIABLE FREQUENCY DRIVE

VS VOLTMETER SWITCH

W WATT

WHD WATTHOUR DEMAND METER

WP WEATHER PROOF

WW WIREWAY

XFMR TRANSFORMER

XMTR TRANSMITTER

XP EXPLOSION PROOF

Z IMPEDANCE

J

F

F

W

FIRE ALARM STROBE LIGHT

FIRE ALARM PULL STATION

TELEPHONE/DATA RECEPTACLE MOUNTED FLUSH IN FLOOR

ELEVATOR WARNING LIGHT

LPA-2

YCX

DB

30

X

X

[B2]

P-

CRE-

D-

K-

CONDUIT, STUBBED AND CAPPED AS SHOWN

GROUND WIRE, 4/O CU UNLESS OTHERWISE NOTED

DIRECT BURIED CONDUIT

THREE WAY

FOUR WAY

WEATHERPROOF

3-

WP-

4-

DOUBLE POLE

2-

YARD CONDUIT. REFER TO YARD CONDUIT SCHEDULE

KEY OPERATED

CORROSION

PILOT LIGHT

RESISTANT

DIMMER

UNDERGROUND CONDUIT AND CONDUCTORS*

LIGHTING FIXTURE POWER AND SWITCHING LEGEND

EXPOSED CONDUIT AND CONDUCTORS*

HOME RUN - PANEL AND CIRCUIT NUMBER SHOWN

RECEPTACLE, SPECIAL PURPOSE - AMPERAGE AS INDICATED.

CONDUIT/CONDUCTOR - REFER TO CIRCUIT SCHEDULE

X

X

X

X

TERMINAL JUNCTION BOX

LIGHTING PANELBOARD "L(X)"

20A DUPLEX RECEPTACLE UNLESS SPECIFIED OTHERWISE

20A QUADRAPLEX RECEPTACLE - UNLESS SPECIFIED OTHERWISE

20A DUPLEX RECEPTACLE - UNLESS SPECIFIED OTHERWISE.

LOCATED ABOVE COUNTER TOP

CONDUIT CHASE

CONCRETE ENCASED DUCT BANK

CEILING MOUNTED DOWNLIGHT LUMINAIRE - SEE SCHEDULE FOR TYPE

FLUORESCENT LUMINAIRE, SURFACE OR LAY IN TYPE SEE

SCHEDULE FOR TYPE

LUMINAIRE AND POLE - SEE SCHEDULE FOR TYPE

WALL MOUNTED LUMINAIRE - SEE SCHEDULE FOR TYPE

EXIT LIGHTS - SOLID SECTION IS DIRECTION OF FACE

SEE SCHEDULE FOR TYPE

EMERGENCY LIGHT WITH BATTERY PACK

SEE SCHEDULE FOR TYPE

JUNCTION BOX NEMA 12 ENCLOSURE UNLESS INDICATED

OTHERWISE. 4X = NEMA 4X SS

TELEPHONE/DATA RECEPTACLE (OUTLET BOX, 18" AFF) W -

WALL MOUNTED, 54" AFF

FAAP

SD HD

SD

D

FIRE ALARM CONTROL PANEL

FIRE ALARM SMOKE OR HEAT DETECTOR

FIRE ALARM ANNUNCIATOR PANEL

DUCT SMOKE DETECTOR

WHWATER HEATER

GROUND ROD - 5/8" x 20' COPPER CLAD

UNLESS OTHERWISE NOTED

GROUND ROD IN TEST WELL - 5/8" x 20' COPPER CLAD

UNLESS OTHERWISE NOTED

X = FIXTURE TYPE

# = CIRCUIT NUMBER

WP - WEATHERPROOF C - CLOCK HANGER

TL - TWIST LOCK CRE - CORROSION RESISTANT

GFCI - GROUND FAULT INTERRUPTER FTC - FULL TIME COVER

A - AMBER

B - BLUE

C - CLEAR

R - RED

G - GREEN

W - WHITE

SCHEMATIC DIAGRAMS ONLY

INDICATING LIGHT - LETTER INDICATES COLOR

PUSH TO TEST AND CONNECT INDICATING LIGHT

C - CLEAR

A

W - WHITE

B - BLUE

A - AMBER

G - GREEN

R - RED

TVSS

400

600

400

600

400

600

CPT

120V

(3)

GFR

0-600V

X

TRANSFORMER, VOLTAGES, PHASE AND RATING

INDICATED AS APPLICABLE

CURRENT TRANSFORMER, NUMBER OF WINDINGS

INDICATED

DRAWOUT FUSED SWITCH, LOW OR MEDIUM VOLTAGE

600= FRAME RATING, 400=FUSE RATING

DRAWOUT CIRCUIT BREAKER, MEDIUM VOLTAGE 600=

FRAME RATING, 400=TRIP SETTING

DRAWOUT CIRCUIT BREAKER, LOW VOLTAGE 600=

FRAME RATING, 400=TRIP SETTING

LIGHTNING ARRESTER

CAPACITOR OR SURGE CAPACITOR

FUSE

TRANSIENT VOLTAGE SURGE SUPPRESSION

GROUND

CONTROL TRANSFORMER

GROUND FAULT RELAY WITH C.T.

PUSH-BUTTON SWITCH, MOMENTARY CONTACT,

NORMALLY OPEN

PUSH-BUTTON SWITCH, MOMENTARY CONTACT,

NORMALLY CLOSED

PUSH BUTTON SWITCH, MAINTAINED CONTACTS WITH

MECHANICAL INTERLOCK

REMOTE DEVICE

METER SCALE RANGE SHOWN IF REQUIRED

PM - PHASE MONITOR A - AMPS

P - POWER METER V - VOLTS

A

480V

EELECTRICAL INTERLOCK

XFMR DRY

kVA

480-120/208V

3P/4W

O - OPEN CONTACT

X - CLOSED CONTACT

HAND

OOX

1

2

CKT.

OH

XOO

A

POSITION

X

O

O

O

OFFAUTO

O

X

100

G

5

225

400

M

400

1

30

4X

4X

4X

NOTC

TDx

Rx

CRx

LRx

(L)

2

2

LC

CRx

4X

4X

4X

S

M

60

30

F

PB

40

1"C, 1-25/C TYPE 1

1"C, 2#12, 1#12G

SYMBOL

OR

DESCRIPTION

CRx

OR

NONFUSED DISCONNECT SWITCH, SIZE INDICATED, 3 POLE UNLESS

INDICATED OTHERWISE, NEMA 12 ENCLOSURE, 4X = NEMA 4X STAINLESS

STEEL

FUSED DISCONNECT SWITCH, SIZE INDICATED (60 = SWITCH RATING: 40 =

FUSE RATING) 3 POLE UNLESS INDICATED OTHERWISE, NEMA 12

ENCLOSURE, 4X = NEMA 4X STAINLESS STEEL

LIGHTING CONTACTOR, CURRENT RATING INDICATED, NEMA 12 ENCLOSURE

UNLESS INDICATED OTHERWISE. SEE CONTROL DIAGRAM FOR NUMBER OF

POLES. 4X = NEMA 4X TYPE 316 STAINLESS STEEL

MAGNETIC STARTER, NEMA SIZE INDICATED, NEMA 12 ENCLOSURE, UNLESS

INDICATED OTHERWISE. SEE CONTROL DIAGRAM. 4X = NEMA 4X STAINLESS

STEEL

COMBINATION (FUSE OR CIRCUIT BREAKER AS INDICATED). MAGNETIC

STARTER, NEMA SIZE INDICATED, NEMA 12 ENCLOSURE UNLESS INDICATED

OTHERWISE. SEE CONTROL SCHEMATIC DIAGRAM. 4X = NEMA 4X STAINLESS

STEEL

ELECTRIC RESISTANCE HEATER

ELAPSED TIME METER

CONTACT - NORMALLY OPEN WITH COIL INDICATED

CONTACT - NORMALLY CLOSED WITH COIL INDICATED

CONTROL RELAY, X=SEQUENTIAL NUMBER

LATCHING RELAY, X=SEQUENTIAL NUMBER L - LATCH, U - UNLATCH

TIME DELAY RELAY, X=SEQUENTIAL NUMBER NOTC=NORMALLY OPEN TIMED

CLOSED NOTO=NORMALLY OPEN TIMED OPEN AFTER CLOSE

NCTO = NORMALLY CLOSED TIMED OPEN; NCTC = NORMALLY CLOSED TIMED

CLOSED AFTER OPEN

TEMPERATURE

CLOSES ON FALLING

TEMPERATURE

SELECTOR SWITCH: MAINTAINED CONTACT WITH CONTACT POSITION

INDICATED, CHART IDENTIFIES OPERATION

THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS OR ABBREVIATIONS MAY

APPEAR ON THIS SHEET AND NOT BE UTILIZED ON PROJECT.

INDICATES RACEWAY AND CIRCUIT CONDUCTORS. FIRST NUMBER IS

RACEWAY SIZE. THE FOLLOWING NUMBERS ARE THE CONDUCTOR

QUANTITIES, SIZES, AND TYPES.

CONNECTION POINT TO EQUIPMENT SPECIFIED, FURNISHED AND INSTALLED

UNDER OTHER SECTIONS. RACEWAY, CONDUCTOR AND CONNECTION IN

THIS SECTION.

MANUAL MOTOR STARTER SWITCH, NEMA 4X UNLESS OTHERWISE NOTED.

NUMBER OF POLES AS REQUIRED.

PUSH-BUTTON STATION, NEMA 12 ENCLOSURE UNLESS INDICATED

OTHERWISE. 4X = NEMA 4X STAINLESS STEEL ENCLOSURE. SEE CONTROL

DIAGRAMS FOR TYPE PUSH BUTTON REQUIRED.

SWITCH - CURRENT RATING INDICATED, 3 POLE

UNLESS INDICATED OTHERWISE.

FUSED SWITCH, SWITCH AND FUSE CURRENT RATING

INDICATED, 3 POLE UNLESS INDICATED OTHERWISE.

CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN,

3 POLE UNLESS INDICATED OTHERWISE.

MOTOR CIRCUIT PROTECTOR, MAGNETIC, 3 POLE

UNLESS INDICATED OTHERWISE.

MAGNETIC STARTER WITH NEMA SIZE INDICATED

OVERLOAD RELAY HEATER

MOTOR, SQUIRREL CAGE INDUCTION UNLESS

OTHERWISE NOTED - HORSEPOWER INDICATED

DISC SWITCH - FUSED, NON-FUSED

GENERATOR

ETM

or

60A

3P

60A

3P

DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL

CONTROL RELAY, X = SEQUENTIAL NUMBER

DESCRIPTIONSYMBOL

X

#

X

#

20A DUPLEX RECEPTACLE - UNLESS SPECIFIED OTHERWISE.

MOUNTED FLUSH IN FLOOR.

FIRE ALARM HORN/STROBE LIGHTF

#

X

WALL SWITCH:

# - CIRCUIT

NO.

FACP

D

POWER PANELBOARD "H(X)"

ELECTRICAL LOCAL CONTROL PANELSLCP

CLOSES ON RISING

TEMPERATURE

"X" IS WIRING TYPE

"###" CONDUIT IDENTIFICATION

YYY-X###

"YYY" IS AREA (IF USED)

"X" IS WIRING TYPE

"###" CONDUIT IDENTIFICATION

"A" = ANALOG SIGNAL WIRING

"C" = DISCRETE OR CONTROL WIRING

"D" = DATA HIGHWAY (FOC)

"L" = POWER CONDUCTORS 120-240V

"H" = POWER CONDUCTORS 440-480V

"U" = UTILITY POWER

MCC - ASTERISK

INDIVIDUAL MOTOR CONTROLLER (SQUARE)

PANEL (HEXAGON)

FIELD (TRIANGLE)

JOHN C. BURKE, PE NO. 17301

1 BID

05/19

J.P.S.

Page 14: BLANDING BLVD - JEA

X X X X X X

X

X

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E03

WELLHEAD NO.2 SINGLE LINE

DIAGRAM

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M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

UTILITY METER

#1/0 BARE

COPPER TO

GND GRID

GND BUS

ELECTRIC UTILITY POLE.

SEE SITE DRAWING FOR

LOCATION

SPD: APT

TE/XDS/20/A

SERIES

#6

LCP-WH2: 480V, 125A, 3Ø, 4W COPPER BUS (10,000 AIC)

MTS-WH2

RVSS

A

MCP

70

25 HP34A

LB

GFI

GFI

SITE

LIGHTINGRECEPTACLES

SPARE

TS

PUMP

SH

GND BUS

FE

WH2

AE

WH2

LCP

PIT

WH2

LE

WH2

XFMR

UTILITY METER

SINGLE LINE DIAGRAM

WELL PAD POWER AND CONTROL

WIRING PLAN

PLC1-WH2 SCADA PANEL

1P-50A

1P-20A 1P-20A 1P-15A

2P-20A

1P-15A

LOCAL CONTROL PANEL (LCP-WH2)

ZSO

WH2

FIT

WH2

AIT

WH2

PLC-1 /

SCADA

LIT

WH2

NEW SCADA ANTENNA

ELECTRIC UTILITY

HANDHOLE ADJACENT

TO BASE OF POLE.

SPD4

FE

WH2

SPD4

AE

WH2

FLOW

ELEMENT

CONDUCTIVITY

SENSOR

SPD4

LE

WH2

LEVEL

1P-15A 1P-15A

PLC-1

1P-20A

FROM DPM

FIT

WH2

AIT

WH2

LIT

WH2

NEU

BUS

SPD

GENERATOR CONNECTION

CONDUIT AND WIRING SCHEDULE

ID TAG CONDUIT WIRE FROM TO

U101 2" 4#2 JEA UTILITY POLE JEA UTILITY METER

H101

1-1/2"

4#2 JEA UTILITY METER MTS-WH2

H102

1-1/2"3#2, 1#6G

MTS-WH2 LCP-WH2-MAIN

H103 1"

3#6, 1#8G LCP RVSS (HCB-1)

WELL HEAD PUMP POWER

H104

3/4" 3#12, 1#12G LCP (HCB-2) 480-240/120V XFMR

L101

3/4"

2#12 1#12G

LCP (LCB-1)

SITE LIGHTING

L102

3/4"

2#12 1#12G

LCP (LCB-2)

RECEPTACLES

L1033/4"

2#12, 1#12G

2#12, 1#12G

2#12, 1#12G

2#12, 1#12G

LCP (LCB-7)

LCB-3

LCB-4

LCB-5

PLC-1/SCADA PANEL POWER

LIT 1-1-1

AIT 1-1-1

FIT 1-1-1

L104 1" 2#8 1#10G XFMR T1 LCP POWER BUS

C101

3/4"

2#12, 1#12G

4#14, 1#14G

LCP (LCB-1)

LCP (CTRL)

WELL HEAD PUMP SH

WELL HEAD PUMP TS

C102

3/4"

FOC MTS DPM SIGNALS

PLC-1/SCADA PANEL

C1033/4"

12#14 1#14G

LCP CONTROLS &

PLC-1/SCADA PANELRVSS

PLC-1/SCADA PANEL

C104 1" MFG CABLE WELL LEVEL ELEMENT

LIT-1.1.1 IN PLC-1/SCADA PANEL

C105 1" MFG CABLE

DISCHARGE WATER

CONDUCTIVITY

AIT-1.1.1 IN PLC-1/SCADA PANEL

C106 1" MFG CABLE DISCHARGE WATER FLOW

FIT-1.1.1 IN PLC-1/SCADA PANEL

C107

3/4"

2#14 1#14G CHECK VALVE LIMIT SWITCH

PLC-1/SCADA PANEL

C108

3/4"

MFG CABLE DISCHARGE PRESSURE

PLC-1/SCADA PANEL

C109 2" ANTENNA CABLE

PLC-1/SCADA PANEL

SEE DETAIL 7 DWG. E09

SEE SPECIFICATION SECTION 16111 FOR EXPANDED CONDUIT TYPES DETAILS

SEE SPECIFICATION SECTION 16120 FOR EXPANDED WIRE TYPES DETAILS

JEA WELLHEAD NO.2 SERVICE CALCULATIONS

DESCRIPTION

CONNECTED

kVA OR HP

DEMAND

AMPS

WELLHEAD PUMP - 25HP 25 34

SINGLE PHASE LOADS 5 10.4

25% OF LARGEST CONTINUOUS LOAD 7

PROPOSED NET WELLHEAD LOAD 30 51

FAULT CURRENT CALCULATIONS

SOURCE CALCULATION

UTILITY

TRANSFORMER

KVA 30

ISC (AMPS)

% IZ0.0270

ISC =

KVA

0.831 X % IZ

1,337

MOTOR HP/KVAKVA = 25

MOTOR

CONTRIBUTION

ISC =KVA/0.831*4

120

MAXIMUM FAULT AMPS @ 480V, 3PH 1,457

JEA

L103

LCB-1 LCB-2 LCB-3 LCB-4 LCB-5 LCB-6 LCB-7

LCP-WH2

MAIN

HCB-1 HCB-2

H104

PLC-1

SCADA

C104C105C106

C103

C102

C109

L102

L101C101

H103

H102

H101

U101

C102

3P-60A

C107

C104

C106

L104

T1

U101

GROUND RING SHALL BE 4/0 STRANDED

COPPER BURIED NOT LESS THAN 30 INCHES

BELOW FINISHED GRADE. ALL CONNECTIONS

SHALL BE EXOTHERMICALLY WELDED. SEE

ADDITIONAL DETAILS ON DRAWING E08.

SEE ADDITIONAL GROUNDING DETAILS ON

DRAWING E05

5 kVA 1P/3W

480-120V

SERVICE ENTRANCE RATED MTS-WH2: GENERATOR

DISCONNECT SHALL BE: DT HD 100 AMP, 600Vac,

FUSED, WHITE POWDER COATED ALUMINUM.

JO-KELL PART NUMBER: JDT363SSMCQC WITH

CAMLOCK GENERATOR CONNECTIONS AND FRONT

VIEWING WITHIN DOOR.

LCP-WH2 ENCLOSURE SHALL BE TYPE NEMA 12/3R

WHITE POWDER COATED ALUMINUM.

PLC1-WH2 SCADA PANEL SHALL BE NEMA 12/3R

WHITE POWDER COATED ALUMINUM. SEE DRAWING

E11 FOR ADDITIONAL DETAILS.

KEYED NOTES:

JEA ELECTRICAL SERVICE CONTACT:

CONTACT CHRIS LIMBAUGH AT:

[email protected]

1

1

2

1

3

100A

3P

100A

100A

3P

M

DPM

2

LCP CONTROLS

SEE DWG E06

FOR DETAILS

ZSO

WH2

LEVEL

C107

MI

GENERATOR CAMLOCK

CONNECTION SECTION

PIT

WH2

DISCHARGE

PRESSURE

C108

C108

C105

MTS

3

EXTERNAL MOUNTED

TRANSFORMER ENCLOSURE

SHALL BE STAINLESS STEEL

JOHN C. BURKE, PE NO. 17301

1 BID

05/19

J.P.S.

TE

TERMINAL ENCLOSURE

FOR LEVEL SENSOR

PMC TE-11-AC

MECHANICAL

INTERLOCK

TE

PM

SEE DRAWING E10 FOR EXPANDED RACK AND

EQUIPMENT SUGGESTED LAYOUT

Page 15: BLANDING BLVD - JEA

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M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

25 HP480-3Ø

LCP-WH2 / RVSS-WH2

M

SS2SS3 SS3 SS3 SS3

25 HP

1800 RPM

480V, 3PH, 3W

PLC-WH2 ENCLOSURE

SS2

LEVEL

MOTOR

HIGH TEMP

SSRV

FAULT LOR RUN STATUS

PRESSURE

SS2

CONDUCTIVITY

A

FLOW

MTS-WH2

DPM

A

POWER

MONITOR

SS3

LIMIT SWITCH

BFV

ARV-WH2-1A

ARV-WH2-1B

WTP

TO

PROCENTRIC PROFIBUS DP

FC PG CONNECTOR

CV

BFV

(3)1/2"-BV

1-1/2"-BV1-1/2"-BV

1"-BV

1"-ARV

B RW-CLDI

RW-CLDI

1-1/2"-ARV

A

SURGE SUPPRESSOR

CITEL DLAW-06D3

SS1

SURGE SUPPRESSOR

CITEL DLAW-24D3

SS2

CITEL DS41S-120SS3

SURGE SUPPRESSOR

CITEL DS41S-120 &

DLAW-24D3

SS4

LINE SYMBOLS AND LEGEND

DATA LINK OR INTERNAL

SOFTWARE LINK

PROCESS/SIGNALS NOT

CONNECTED (CROSSING)

PROCESS/SIGNALS

CONNECTED

MAJOR PROCESS PIPES OR

CHANNELS

SECONDARY PROCESS OR

MECHANICAL CONNECTION

FIBER OPTIC CABLE

ANALOG ELECTRICAL SIGNALS

DISCRETE ELECTRICAL SIGNALS

ANALOG DIGITAL SIGNALS

DISCRETE DIGITAL SIGNALS

ELECTRICAL SIGNAL/

COPPER CABLE

CAT6 CABLE

OFF-SHEET CONNECTOR

DRAWING

TAG

LAKE SHORE

WELL-WH2

DIGITAL POWER MONITORDPM

BLIND FLANGE

SHTSH

MTS

MANUAL TRANSFER

SWITCH

RVSS

SOLID STATE SOFT

STARTER

LCP

LOCAL CONTROL

PANEL

FIT

WH2

AIT

WH2

LIT

WH2

COND

CONDUCTIVITY

ANALYZER

480V,3Ø

480V,3Ø

480V,3Ø

120VAC FOR

SCADA AND

INSTRUMENTS

AE

WH2

ZSC

WH2

PIT

WH2

PI

WH2

LE

WH2

FE

WH2

GEN

PWR

UTIL

PWR

CONDUCTIVITY ELEMENT AND TRANSMITTER

SHALL BE ROSEMOUNT MODEL 228 ELEMENT

AND MODEL 1056 TRANSMITTER.

SAMPLE POINT AND FLUSHING PORT

KEYED NOTES:

1

1

2

1

2

LS2-P-WH2

SPD

JOHN C. BURKE, PE NO. 17301

1 BID

05/19

J.P.S.

PROFIBUS

PROFIBUS

MFG. CABLEMFG. CABLEMFG. CABLE

RW-CLDI

SEE DRAWING E03 FOR CONDUIT AND

WIRING SCHEDULE

NOTES:

SEE DRAWING E03 FOR CONDUIT AND WIRING

SCHEDULE

PLC-WH2

PLC-WH2 ENCLOSURE

PLC-WH2

TE

Page 16: BLANDING BLVD - JEA

LB

NOTES:

1. ROUTE U101 TO AVOID IMPACTING ANY EXISTING

TREES

2. COPPER GROUNDING RODS SHALL BE SIZED AND

INSTALLED IN ACCORDANCE WITH NEC (2014)

STANDARDS BUT IN NO CASE SMALLER THAN 5/8"

DIAMETER AND 10' IN LENGTH. FENCE

GROUNDING SHALL BE BONDED TO THE REST OF

THE GROUNDING SYSTEM FOR ALL OTHER

COMPONENTS WITHIN THE FENCED AREA.

3. SEPARATE GROUNDING RODS SHALL BE PROVIDED

FOR EACH GATE.

4. SOLID COPPER WIRE GROUNDING WIRE SHALL BE

SIZED IN ACCORDANCE WITH NEC (2014)

STANDARDS BUT IN NO CASE SMALLER THAN #6

AWG.

J.C.B.

J.M.B.

J.M.B.

E05

WELLHEAD NO.2 SITE

ELECTRICAL PLAN

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M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

JEA SERVICE POLE

480Y/277V, 3Ø, 4W

JEA SERVICE CONNECTION BOX. SEE

JEA DETAILS ON DWG. E07

12'-0"

8

3

'

-

7

"

SEE EQUIPMENT DETAILS

DWG. E03

SEE GROUNDING

DETAILS DWG. E08

GROUND RING SHALL BE 4/0 STRANDED

COPPER BURIED NOT LESS THAN 30 INCHES

BELOW FINISHED GRADE. ALL CONNECTIONS

EXCEPT FENCE CONNECTIONS SHALL BE

EXOTHERMICALLY WELDED. SEE ADDITIONAL

DETAILS ON DRAWING E08.

6

E08

JEA SERVICE CONDUIT (U101) SHALL BE

CONCRETE ENCASED.

SEE DETAIL 1 ON DRAWING E08 FOR 2-WAY

DUCT BANK DETAIL. CONTRACTOR SHALL

ADJUST DETAIL FOR A SINGLE CONDUIT.

SEE CONDUIT AND WIRING SCHEDULE ON

DRAWING E03 FOR CONDUIT AND WIRE

REQUIREMENTS.

SEE ADDITIONAL GROUND ROD TEST

WELLS INSPECTION ENCLOSURES,

GROUNDING DETAILS ON DRAWING

E08.

JOHN C. BURKE, PE NO. 17301

1 BID

05/19

J.P.S.

ANTENNA FINAL LOCATION DEPENDENT

UPON OUTCOME OF JEA RADIO SURVEY

Page 17: BLANDING BLVD - JEA

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E06

WELLHEAD NO.2 LOCAL CONTROL

PANEL LCP-WH2 SCHEMATICS

AND NOTES

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0:4

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M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

01"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

NOTES:

1. FURNISH AND INSTALL METERING SOCKET, HANDHOLES CONDUIT

AND WIRING PER JEA SERVICE REQUIREMENTS AND STANDARDS.

COORDINATE WITH JEA FOR PHYSICAL LOCATION AND DETAILS.

REFER TO DWG. C-01 FOR ADDITIONAL DETAILS. CONTRACTOR

SHALL COORDINATE WITH JEA ELECTRIC DIVISION ALL ASPECTS

ASSOCIATED WITH THE ELECTRICAL SERVICE DELIVERY, FINAL

INSPECTION. AND ESTABLISHING SERVICE TO THE WELLHEAD.

2. FURNISH AND INSTALL SIGNAGE INDICATING THE MTS AS THE

SERVICE DISCONNECT. SIGNAGE SHALL BE 6” BY 4” IN SIZE, RED

LAMINATE, ENGRAVED TO A WHITE CORE, LETTERING

APPROPRIATELY SIZED FOR THE SIGNAGE, AND ATTACHED TO THE

FRONT EXTERIOR OF THE MTS WITH STAINLESS STEEL

HARDWARE.

3. LEVEL PROBE TERMINAL CABINET SHALL BE PMC TYPE TE-11-C.

MOUNT CABINET ON NORTH FACE OF CONCRETE PIPE SUPPORT.

4. SPD SHALL BE AS MANUFACTURED BY SURGE

SUPPRESSION, INC (SSI), CAT.#SMLD3N4X3-23. SPD SHALL BE

INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S

DIRECTIONS. CONTACT RICK STEVENS AT 850.259.0231 PRIOR

TO BEGINNING CONSTRUCTION ON THE WELLHEAD TO

COORDINATE ALL INSTALLATION REQUIREMENTS. MOUNT SPD ON

MOTOR HOUSING, AS CLOSE AS POSSIBLE TO CABLE

TERMINATION BOX.

5. UG CONDUIT FOR THE PUMP MOTOR POWER, SPACE HEATER AND

WINDING THERMAL PROTECTION SHALL EXTEND ABOVE FINISHED

SLAB 2-INCHES, AND THEN TRANSITION TO TYPE LNFC-B

CONDUIT FOR CONNECTION TO THE MOTOR HOUSING. SEE

DETAIL 8.

6. WELL FLANGE CABLING SHALL BE SEALED TO PREVENT LEAKAGE.

FURNISH AND INSTALL CONTRA CLIP #20901.6 W/ S.S. CORD

GRIP FOR LEVEL PROBE TO PREVENT LEAKAGE.

7. COORDINATE POLE LOCATION AND AIMING DIRECTION OF THE

EXTERIOR LUMINAIRE WITH JEA PRIOR TO INSTALLATION.

8. COORDINATE NEW ANTENNA POLE LOCATION WITH JEA. ANTENNA

AND ANTENNA POLE TO BE FURNISHED AND INSTALLED BY THE

CONTRACTOR. INSTALL ANTENNA POLE, ANTENNA, CABLE, AND

OTHER ASSOCIATED ITEMS PER JEA STANDARD DETAILS. FIELD

VERIFY EXACT LOCATION OF POLE AND ANTENNA WITH JEA BASED

ON RADIO PATHWAY ANALYSIS PERFORMED BY JEA. GROUND POLE

IN ACCORDANCE WITH STANDARD DETAILS. SEE DETAIL 4.

9. FURNISH AND INSTALL THE SCADA FIELD PANEL AND ALL

ASSOCIATED CONDUIT AND WIRING AS SHOWN ON THESE PLANS

AND IN ACCORDANCE WITH SPECIFICATIONS AND JEA

REQUIREMENTS. JEA SHALL BE RESPONSIBLE FOR ALL

PROGRAMMING ASSOCIATED WITH THE SCADA PANEL, ALONG

WITH THE PROFIBUS COMMUNICATION WITH THE POWER

MONITOR. CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING THE REQUIRED SCHEDULE WITH JEA.

10. WIRING FOR THE INSTRUMENTATION PROBES, TRANSMITTERS

AND TRANSDUCERS SHALL BE AS REQUIRED BY THE

MANUFACTURERS.

11. MOUNT LIGHT SWITCH IN A NEMA-3R BOX WITH COVER. BOX AND

COVER TO BE DIE CAST ALUMINUM MOUNTED AT 48-INCHES AFG.

12. REFER TO RVSS CONTROL WIRING SCHEMATIC ON DWG. E06.

13. REFER TO MTS CABINET REQUIREMENTS ON DWG. E03.

14. REFER TO RVSS LCP CABINET REQUIREMENTS ON DWG. E03.

15. STEPDOWN TRANSFORMER SHALL BE:

480-240/120V, 1-PHASE, 5kVA SEALED UNIT, FULLY

ENCAPSULATED ENCLOSURE 316 S.S., FRAME MOUNTED

SQUARE-D PN 10S40FSS OR EQUIVALENT. CONTRACTOR TO

ADJUST SECONDARY TAPS TO OBTAIN PROPER SECONDARY

VOLTAGE.

16. ROUTE ABOVE GRADE IN LNFC-B CONDUIT OR AS DIRECTED BY

JEA.

17. SEE DWG E04 FOR MOTOR SPECIFICATIONS.

18. MOTOR LEAD CONNECTIONS SHALL BE T & B BLACKBURN

COMPRESSION MOTOR LEAD DISCONNECTS. TYPE KUBE, NO

SUBSTITUTIONS.

19. FURNISH AND INSTALL FLOW ELEMENT PER MANUFACTURERS

INSTRUCTIONS.

OC

L1

L2

L3

RVSS

WH2

M

480VAC

FROM

MTS-WH2

XFMR - T1:

5kVA (MIN),

480/120VAC

SH

[RUN]

CALL TO RUN

RVSS FAIL TO

PLC

RVSS FAIL

TO PLC

CR04

RVSS FAULT

CR04

ETM

PTT

R

PTT

A

CR

01

CR

04

CR04

PLC RUN

RESET

H R

O

XOO

OOX

OOX

MOTOR OVERTEMP

TO PLC

MOTOR

OVERTEMP

TSH-W2

CR02

CR

02

CR

03

CR03

WELLHEAD WH2 PUMP MOTOR LCP

LCP NOTES:

1. ALL LCP AND PLC ENCLOSURES INSTALLED OUTDOORS SHALL

BE WHITE POWDER COATED, TYPE NEMA 12/3R, ALUMINUM.

2. LCPs INSTALLED OUTDOORS SHALL BE DESIGNED AND

INSTALLED TO WITHSTAND FBC WIND LOADING

REQUIREMENTS.

3. SITE LIGHTING CONTROL SHALL BE INTEGRAL TO THE LOCAL

CONTROL PANEL.

4. TRANSFORMER T1 SHALL BE SIZED FOR ALL 120V LOADS,

INCLUDING THE MOTOR SPACE HEATER AND SITE LIGHTING

FIXTURE.

GFI

SITE

RECEPTACLES

FIT 1-1-1

AIT 1-1-1

LIT 1-1-1

SITE LIGHT

FIXTURE ON

PHOTO CELL

H

O

A

XOO

OOX

MOTOR SPACE

HEATER

CR

05

CR05

W2

SH

PTT

A

SEE NOTES FOR

SIZING XFMR

SITE LIGHTING

CONTROL

CR04

MCC - ASTERISK

INDIVIDUAL MOTOR CONTROLLER (SQUARE)

PANEL (HEXAGON)

FIELD (TRIANGLE)

MOTOR

THERMOSTAT

CR03

CR01

CR03

RESET RUN

TYPE 3R, STAINLESS STEEL

ENCLOSED XFMR SHALL BE

MOUNTED ON THE OUTSIDE

OF THE LCP ENCLOSURE

DPM

PLC-1

LCP-WH2

MAIN

HCB-1

PM

100:5

(1)

100:5

(1)

100:5

(1)

PM

GND

GND

BUS

W2

TS

KEY SWITCH

W2

SH

W2

TS

MOTOR TEMPERATURE HIGH - SWITCH

MOTOR SPACE HEATER

JOHN C. BURKE, PE NO. 17301

1 BID

05/19

J.P.S.

SIEMENS

PAC 3200

Page 18: BLANDING BLVD - JEA

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J.E.A

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JEA ELECTRIC SERVICE DETAILS

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BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

JOHN C. BURKE, PE NO. 17301

1 BID

05/19

J.P.S.

Page 19: BLANDING BLVD - JEA

9

"

5/8"X10FT COPPER

CLAD STEEL GROUND

ROD

1. ALL POLE INSTALLATIONS SHALL BE SUITABLE

FOR 144 MPH WIND WITH APPROPRIATE GUST

FACTOR PER APPLICABLE ZONE OF

INSTALLATION AS DEFINED IN THE FLORIDA

BUILDING CODE

TYPE "LB" FIXTURE ALUMINUM POLE

ON PRECAST CONCRETE BASE. SEE

SCHEDULE ON THIS DRAWING

CIRCUIT LCB-1

SIZE SS BOLTS & BOLT PATTERN PER

POLE MANUFACTURERS DWGS (1/2" DIA

MINIMUM)

GRADE

PVC COATED CONDUIT

GFI DUPLEX RECEPTACLE

WITH FULL TIME USE COVER

CIRCUIT LCB-2

HAND HOLE

AS RECOMMENDED BY POLE

MANUFACTURER

OPTIONAL: POLE MOUNTED TO SLAB

DEEPENED TO 18" BELOW FIXTURE.

J-BOLTS TO BE INSTALLED IN

DEEPENED AREA

TYPE "TA"

CADWELD

CONNECTION

No.4/0 AWG

STRANDED

BARE COPPER

GROUND CABLE

TYPE "TA"

CADWELD

CONNECTION

PL

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: 4

/2

4/2

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:4

5 P

M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

J.C.B.

J.M.B.

J.M.B.

E08

ELECTRICAL DETAILS SHEET 1

APPLIES TO CONCRETE

ENCASED CONDUIT. USE

QUEEN CITY PLASTIC

SPACERS OR EQUAL.

DISTANCE DEPENDS ON SIZE

OF CONDUIT AS PER NEC

SPACER REQUIREMENTS.

STAGGER JOINTS

DETAIL1

NTS

DUCTBANK DETAILS

-

DETAIL2

NTS

GROUND CABLE CONNECTION

-

DETAIL3

NTS

CAD WELD CONNECTIONS

-

CONCRETE ENCASEMENT

H

O

A

XOO

OOX

DETAIL4

NTS

GROUNDING ROD ENCLOSURE

-

DETAIL5

NTS

POLE LIGHT

-

JOHN C. BURKE, PE NO. 17301

1 BID

05/19

J.P.S.

Page 20: BLANDING BLVD - JEA

FRONT

FRONT

1"=1'-0"

12" 6 1'0

JCB

JMB

JMB

E09

ELECTRICAL DETAILS SHEET 2

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: 5

/6

/2

01

9 6

:0

1 A

M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

JOHN C. BURKE, PE NO. 17301

ANTENNA: SCALA PART #:TY-900

MOUNTED ON 3" PIPE

SCADA PANELPUMP LCP

MANUAL

TRANSFER

SWITCH

UTILITY

METER

SPD

ANTENNA CABLE SHALL BE

STRAPPED TO PIPE AT 48" SPACING

2" x 20' SCHD. 120

GALV. STEEL PIPE

3" x 10' CONCRETE FILLED SCHD. 120 GALV.

STEEL PIPE WITH PVC CAP

(TYPICAL OF ALL SUPPORTS)

APPLY BITUMASTIC COATING FROM 4" ABOVE

CONCRETE PAD TO BOTTOM OF PIPE

GRADE

GROUND LUG

#6 BARE COPPER GROUND

5/8" x 10' COPPER

CLAD GROUND ROD

TO SERVICE

GROUND

3" x 10' CONCRETE FILLED SCHD. 120

GALV. STEEL PIPE WITH PVC CAP

(TYPICAL OF ALL SUPPORTS)

2" x 20' SCHD. 120

GALV. STEEL PIPE

FOR ANTENNA

PIPE TO PIPE CLAMPS TYPE

304 STAINLESS STEEL

W/S.S. HARDWARE

MINIMUM 3 LOCATIONS

SCADA PANELPUMP LCP

LIT AIT FIT

THIS PANEL SHALL INCORPORATE TERMINAL STRIPS TO

INTERFACE SIGNALS AND CONTROL TO THE SCADA/RTU PANEL.

MAIN DOOR WITH NEMA 4X LATCHING

SYSTEM NOT SHOWN

A A

R A

R

W

1'-6"

3'-0"

8"

RACK AND EQUIPMENT ELEVATION

PVC PIPE CAP (TYP OF 3)

5/8" x 10' COPPER

CLAD GROUND ROD

TYPE 304 SS UNISTRUT

W/304 SS HARDWARE

(TYP OF ALL STRUT)

ANTENNA CABLE SHALL BE

STRAPPED TO PIPE AT 48" SPACING

GENERATOR

CONNECTION

TOP OF SUN SHIELD

80"

A

A

A

A

KEYED NOTES:

SEE GROUNDING GRID DRAWING E05

PROVIDE AND INSTALL SS UNISTRUT FOR

EQUIPMENT RACK AS NECESSARY FOR

EQUIPMENT INSTALLATION.

B

B

CONCRETE AT PIPE /CONCRETE PENETRATION SHALL

BE 1" MINIMUM HIGHER THAN PAD AND SHALL TAPER

DOWN TO CONCRETE PAD TO PREVENT STANDING

WATER AROUND PIPE SUPPORTS

(TYPICAL OF SUPPORTING PIPES)

TYPICAL SUN SHIELD

WHITE POWDER COATED ALUMINUM PANELS WITH 1" STUDS

WELDED AND SPACED FROM ENCLOSURE ON THE TOP, BACK,

SIDES, AND FRONT (DOOR). PANELS SHALL HAVE CUT OUT

AREAS FOR CONDUIT PENETRATIONS, ENCLOSURE DOOR

HANDLES, LIGHTS, BUTTONS, SELECTOR SWITCHES AND

VIEWING WINDOWS WHERE REQUIRED.

1 BID

05/19

J.P.S.

Page 21: BLANDING BLVD - JEA

J.C.B.

F.C.B.

C.T.K.

E10

JEA STANDARD SCADA PANEL

DETAILS SHEET 1

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20

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S

ave

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AD

S

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d

ate

: 5

/3

/2

01

9 2

:0

8 P

M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

FRONT VIEW

3

2

1 ON

FAULT

#

MARK

Line 1

4 -

OFF

BACK PANEL

Line 2

-

-

-

LOCAL REMOTE

NAMEPLATES

K L

H

1 2

3

A

J

I

BACKPANEL

ENCLOSURE

Contactors for Keyed Switch800T-XAAllen Bradley

L

F

G

O

C

E

B

A 1 Reference this sheet for detailsEnclosureOEM Supplied

1

Micro Memory Card, 128K6ES7 953-8LG11-0AA0Siemens1

20 Pin Screw connector6ES7 392-1AJ00-0AA0Siemens1

8 Input Analog Card6ES7 331-7KF02-0AB0Siemens1

SINAUT ST7, TIM 3V-IE6NH7 800-3BA00Siemens1

Amber, Push to test Indicator Light, LED52PT6D9ABSiemens

1

Red, Push to test Indicator Light, LED52PT6D2ABSiemens

1

CPU313C-2 DP 16DI/16DO PLC6ES7 313-6CF03-0AB0Siemens1

GFCI Duplex ReceptaclesDRUBGFI15Hubbell

115VAC, 100Watt HeaterDAH1001AHoffman

Profibus Connector 90 degree with PG Port1201 03 0001Molex

Profibus Connector 180 degree1201 03 5001Molex

#

MARK

QTY MANUFACTURE PART NUMBER DESCRIPTION

D

480mm Mount Rail for PLC6ES7 390-1AE80-0AA0Siemens1

40 Pin Screw connector6ES7 392-1AM00-0AA0Siemens1

Q

S

----

Terminal, WDU4, Screw, Color Beige1020 10 0000Weidmuller21

R

Relay, Status, Screw, SPDT, 120VAC38.51.3.125.0060Finder6

T

End Plate / Partition Plate, Color Beige1050000000Weidmuller7

A1

End Bracket, Color Beige1061200000Weidmuller8

X

Y

Z

10 pole cross connection, Yellow, For Terminals1758260000Weidmuller3

1

3 Position Keyed Switch800T-J44AAllen BradleyH

1 Antenna Surge ArrestorIS-B50LN-C2Poly Phaser

1 Reference this sheet for detailsBack PanelOEM Supplied

1

1K

M

2

1N

24VDC Analog Surge ProtectionDLAW-24D3Citel4

----

Citel1

Citel1

Surge Protection for ProfibusDLA-12DBC

120VAC Surge Suppressor, BaseDS41S-120

1 Hold the Radio in placeRadio ShelfOEM Supplied

B1

2M, Din Rail, Steel,Galvinized, Passivated, Slotted0514500000Weidmuller1

C1

Width = 1.5", Height = 2.0" ,Length = 6', GreyHinged Cover Wide FingerPanduit2

I

D1

E1 CB, 1 Pole, 0.5A, Branch Rated UL4899926-25-1000Weidmuller1

CB, 1 Pole, 1A, Branch Rated UL4899926-25-1001Weidmuller1F1

CB, 1 Pole, 5A, Branch Rated UL4899926-25-1905Weidmuller1G1

CB, 1 Pole, 15A, Branch Rated UL4899926-25-1015Weidmuller1H1

Terminal Ground, WDU4, Screw, Color Green1010100000Weidmuller3

CB, 1 Pole, 20A, Branch Rated UL4899926251020Weidmuller1

K1

Spread Spectrum Unlicensed with Store / ForwardMDS 9810M D S1

Note 1: Technical Field Services Inc. (904)278-5250, Jacksonville, Florida

SINAUT to MDS9810 Null Cable9 Pin - 25 Pin RS232 CableTFS, INC (NOTE 1)1

P

J

Power Supply 120VAC / 24VDC, 5ACS5.241Pulse

24VDC UPS with 5Ah Battery BackupUBC10.241Pulse

1

1

10 pole cross connection, pluggable, Black, For Relays1794060000Weidmuller1

L1

J1

I1

M1

Procentec1

Profibus Terminator Resistor101-00211A

N1

C

B

E

UP

S

24V

DC

Radio

CP

U

SIN

AU

T

MF

Supply

24V

DC

G

AN

ALO

G IN

IN

/O

UT

P Q

A1

MAY BE ENERGIZED FROM

MULTIPLE SOURCES:

PNL-LP-1

RVSS-MD1

JOHN C. BURKE, PE NO. 17301

1 BID

05/19

J.P.S.

Page 22: BLANDING BLVD - JEA

J.C.B.

F.C.B.

C.T.K.

E11

JEA STANDARD SCADA PANEL

DETAILS SHEET 2

PL

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AT

E: 5

/6

/2

01

9 6

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5 A

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Y: G

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: C

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31

2\E

11

_4

20

15

-0

08

W2

S

ave

d b

y G

DIA

Z S

ave

d

ate

: 5

/3

/2

01

9 9

:2

1 A

M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

#18 AWG

Blue

#18 AWG

White/blue

INPUT

OUTPUT

BATTERY

24VDC / 5A

Power Supply

Inhibit

Replace Bat

To Sheet 3

#12 AWG

Red

#12 AWG

White

#18 AWG

Blue

L+

L+ M

M

Spare

Pump

Overtemp

Pump Running

Status

SPARE

H N

4

CB4

Buffering

Ready

CB2(15A)

100W Panel

Heater

Check Valve

4

4

4

Light With On/Off Switch

CB10(5A)

X00

00X

00X

Power On

Status

L+ M

Run Indicator

PLC Input I-0.5

See Sheet 3

N

CB3(1A)

Power for Field

Transducers

L+ M

Keyed Switch

CB4(0.5A)

L O R

#18 AWG

White/blue

Alarm

To Sheet 4

CB1(20A)

#12 AWG

Red

#12 AWG

White

SSRV

FAULT

4

PLC

(6ES7 313-6CF03-0AB0)

Radio

(MDS 9810)

12

10

11

10

11

PLC Input I0.2

See Sheet 3

L+

L+ M

Profibus Terminator

(6ES7 972-0DA00-0AA0)

IN RVSS-MD1

IN RVSS-MD1

SPARE

4

SPARE

4

12

13

RVSS-MD1

RVSS-MD1

H

PTT

A

PTT

R

IR3

PLC Ouput O-0.0

See Sheet 3

O-0.0

CR4

CR2

X

JOHN C. BURKE, PE NO. 17301

1 BID

05/19

J.P.S.

Page 23: BLANDING BLVD - JEA

J.C.B.

F.C.B.

C.T.K.

E12

JEA STANDARD SCADA PANEL

DETAILS SHEET 3

PL

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E: 5

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_4

20

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W2

S

ave

d b

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DIA

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ave

d

ate

: 5

/3

/2

01

9 9

:2

1 A

M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

Blk

Blk

Red

Red

Blk

Red

JOHN C. BURKE, PE NO. 17301

1 BID

05/19

J.P.S.

Page 24: BLANDING BLVD - JEA

J.C.B.

F.C.B.

C.T.K.

E13

JEA STANDARD SCADA PANEL

DETAILS SHEET 4

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d

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: 5

/3

/2

01

9 9

:2

1 A

M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

JOHN C. BURKE, PE NO. 17301

1 BID

05/19

J.P.S.

Page 25: BLANDING BLVD - JEA

J.C.B.

F.C.B.

C.T.K.

E14

JEA STANDARD SCADA PANEL

DETAILS SHEET 5

PL

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/6

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31

2\E

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_4

20

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08

W2

S

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d b

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AD

S

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d

ate

: 5

/3

/2

01

9 9

:2

1 A

M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

JOHN C. BURKE, PE NO. 17301

1 BID

05/19

J.P.S.

Page 26: BLANDING BLVD - JEA

C.T.K.

J.M.J

S.C.R.

D01

STANDARD DETAILS

MISCELLANEOUS -1

PL

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4\D

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_4

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15

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08

W2

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d b

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DIA

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d

ate

: 5

/2

/2

01

9 8

:5

3 P

M

BID SET

42015-008

8003982

MAY 2019

J.P.S.

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT N0.:

HAZEN NO.:

DATE:

DRAWING

NUMBER:

LAKESHORE WATER TREATMENT PLANT

WELLHEAD NO. 2 REHABILITATION

HAZEN AND SAWYER

6675 CORPORATE CENTER PKWY, SUITE 330

JACKSONVILLE, FLORIDA 32216

6"

PLAN-4" TO 14"

3/4" GROUT

PLAN-16" AND LARGER

2"

1 1/2"

OD + 4"

3"

2"

OD + 6"

PIPE HOLD DOWN STRAP

4"

4-1"x3" SLOTS

16" AND LARGER PIPE: 6"x3/8"

TYPE 316 STAINLESS STEEL FLAT

BAR WITH 3/4"x9" STAINLESS

STEEL ANCHOR RODS, HEX NUT

AND CUT WASHERS, WASHERS,

WITH 3 PROJ.

14" PIPE & SMALLER: 3"x3/8" TYPE

316 STAINLESS STEEL FLAT BAR

WITH 3/4"x9" STAINLESS STEEL

ANCHOR RODS, HEX NUT AND CUT

WASHERS, WITH 3" PROJ.

BEND FLAT BAR TO

OD OF PIPE +1/8"

1509300

1 1/2"

TYP

4"

6"

MIN

ANCHOR ROD, TYP

STAINLESS STEEL

2-1"x3" SLOTS

TRENCH EXCAVATION LIMITS

DIAMETER

INTERNAL

OF PIPE

W

WIDTH OF TRENCH

MAX W=MIN

4"-6"

8"-10"

12"

14"-16"

18"

20",21"

24"

27"

30"

36"

42"

48"

54"

60"

72"

78"

84"

90"

96"

108"

3'-9"

3'-9"

3'-9"

4'-2"

4'-4"

4'-8"

4'-11"

5'-9"

6'-7"

7'-4"

8'-2"

8'-9"

9'-4"

9'-10"

11'-0"

11'-8"

12'-0"

12'-6"

13'-0"

14'-0"

2'-0"

2'-2"

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

O.D.+2'

DEPTH

OF

CUT

S

MAXIMUM PAVEMENT

REPLACEMENT WIDTH

0-6'

>6-8'

>8-10'

>10-12'

S=W+4'

S=W+8'

S=W+12'

S=W+16'

W = TRENCH WIDTH AT BOTTOM OF

PIPE. TRENCH SIDE SLOPES SHALL

BE IN ACCORDANCE WITH OSHA

REQUIREMENTS.

0222110

>12-14' S=W+20'

>14-16' S=W+24'

>16-18' S=W+28'

>18' S=W+32'

1/4"

1/4"

JOINT SEALER

3/8"± 1/16"

1 1/4"

TYPICAL SEALED JOINT

SEE N

OTE 2

0325101

1/4" TOOLED

RADIUS, TYP

1. VERTICAL JOINTS SHALL BE FORMED BY AN

APPROVED JOINT INSERT. HORIZONTAL

JOINTS SHALL BE FORMED BY AN APPROVED

JOINT INSERT OR SAWCUTTING PERFORMED

PER SPECIFICATION

2. DEPTH SHALL BE 1 1/2" IN REINF CONC

DEPTH SHALL BE 1/3 OF CONCRETE THICK-

NESS IN UNREINFORCED CONCRETE

PAVEMENT.

NOTES

1/2"Ø

BACKER ROD

5-11/16"

8-1/2"

7 1/2"

8 1/2"

1.1'

2-5/8"

0.5

'

5/16"

7-1/2"

1-5/8"

5-1/2"

1/2"

14-5/8"

1/2"

7/32"

1-5/8"

10-3/4"

NOTES:

1. PAINT THE INSIDE OF THE TOP SECTION OF THE BOX WITH APPLICABLE COLOR (BLUE OR PURPLE)

2. HEAVY DUTY RATING (TOTAL WEIGHT APPROX. 50 LBS.).

3. REFERENCE SECTION 351, PARAGRAPH X.2.

(26 LBS. APPROX.)

TOP SECTION VIEW

BOTTOM SECTION VIEW

(23 LBS. APPROX.)

10

-3

/4

"

3/8"

6 - 1/8"

PAINT INSIDE

(SEE NOTE #1)

HEAVY DUTY RATING

WATER SYSTEM VALVE BOX

JANUARY 2018 PLATE W-17

UNDISTURBED EARTH

12" (MIN) LAYER OF #57

STONE (REQUIRED FOR

VALVES 20" AND LARGER,

(NOTE #7)

6" PVC RISER PIPE

(LENGTH AS REQUIRED)

PROVIDE "V" CUT IN TOP OF 6"

RISER PIPE FOR LOCATE WIRE

ACCESS INTO VALVE BOX

RESTRAINED

MECHANICAL JOINT (TYP)

COMPACTED EARTH (TYP)

APPLY GROUT TO FILL ANNULAR SPACE

BETWEEN VALVE BOX AND CONCRETE PAD

PIPE W/ LOCATING WIRE

FINISHED GRADE

24" ROUND PRECAST CONCRETE PAD 4"

THICK (SEE SPEC) SET ON COMPACTED

EARTH, (SEE NOTE# 6)

PAINT COVER AND INSIDE OF BOX BLUE

VALVE BOX & COVER (TYP)

PROVIDE BLUE PAINT TO

THE INSIDE OF THE TOP SECTION

OF THE BOX (NOTE #5)

VALVE BOX ADJUSTMENT (SEE NOTE# 5)

PLASTIC DEBRIS SHIELD REQUIRED ON ALL

VALVES 12" AND SMALLER (SEE NOTE # 9)

ELECTRONIC LOCATE BALL MARKER LOCATED

WITHIN 12" FROM RISER PIPE (NOTE #10)

NOTES:

1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED

FLUSH WITH GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS

SHOWN OR NOTED OTHERWISE.

2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-44).

3. A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT/( ASPHALT IF NO CURB) TO ALL BELOW

GRADE VALVES. THE "V" CUT IS TO BE PAINTED BLUE WATER/PURPLE RECLAIMED.

4. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE

COVER PLATE AND THE TOP OF THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS),

INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE BETWEEN THE VALVE COVER AND THE

TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE

APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED

GRADE.

5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE

BOX ADJUSTMENTS. ROUTE LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR

LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE WIRES WITH A 24" LONG PIG-TAIL AT THE TOP

SHALL BE CONNECTED TOGETHER WITH A WIRE NUT.

6. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN &

VALVE TYPE. PROVIDE A 1/4" HOLE IN BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE

END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES INSTALLED ON FIRE HYDRANT BRANCH

LINES.

7. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD

W/2 - #4 REBAR AROUND PERIMETER, MAY BE USED.

8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF

GRAVEL IS 12" UNDER THE VALVE UP TO 1/3 THE OVERALL HEIGHT OF THE VALVE.

9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH

INSTALLS BELOW THE OPERATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE

OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY AFC, BOXLOK OR APPROVED EQUAL.

10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR

CODED BALL MARKER (3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER).

WATER VALVE INSTALLATION DETAIL

PLATE W-18JANUARY 2018

24"-36

"

BU

RY

DE

PT

H

WATER MAIN (SIZE & TYPE VARIES)

FINISHED GRADE

90° DEGREE BEND ( TO BE REMOVED )

WATER SHALL FLOW

STRAIGHT DOWN

(NOT ANGLE)

NOTES:

1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO

THE ROADWAY SHOULDERS (NON-TRAFFIC AREAS).

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING

& FITTINGS (AS NOTED), AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED.

3. PIPE AND FITTINGS SHALL BE PVC (SCH. 40) OR GALV. MATERIAL.

4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE

LIMITED TO AREAS WHERE A SAMPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT

FEASIBLE OR IF DIRECTED OTHERWISE BY JEA.

5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY

JEA'S ENVIRONMENTAL RESPONSE COORDINATOR (ERC) AND OTHER ASSOCIATED JEA

STANDARDS.

PIPE (1/2" SIZE MIN.) (TO BE

REMOVED) ROUTE TO ROADWAY

SHOULDER IF REQUIRED (SEE NOTES)

1" CORPORATION STOP CONNECTED

DIRECTLY INTO SADDLE (TO REMAIN)

1" WATER SERVICE SADDLE

(TO REMAIN) (NOTE THAT OUTLET,

AT 3:00 OR 9:00 POSITION)

90° BEND (TO

BE REMOVED)

BUSHING IF REQ. (TO BE REMOVED)

1" THREADED PLUG (TO BE INSTALLED AFTER

BACTERIOLOGICAL CLEARANCE IS RECEIVED)

SMOOTH HOSE BIBB

(TO BE REMOVED)

TEMPORARY SAMPLE TAP

JANUARY 2018 PLATE W-25

30

" M

IN

3/4"

3/8"

9/16"

5"

1.5

MIN

"

3/8

"

2"

(2) 1" DIA. PICKHOLES

7-3/8"

NOTES:

1. PAINT TOP OF THE COVER WITH ENAMEL PAINT (BLUE COLOR) FOR WATER.

2. FOR "REUSE" PAINT TOP PANTONE PURPLE.

3. LID WEIGHT: APPROX. 12 LBS.

HEAVY DUTY RATING

WATER

SEE NOTES #1 & #2

7-3/8"

WATER SYSTEM VALVE BOX COVER

JANUARY 2018 PLATE W-16

GATE VALVE W/ 2" OPERATING NUT (NOTE #4)

DETAIL10

M02NTS

DETAIL11

M02NTS

DETAIL12

D01NTS

DETAIL13

D01NTS

PIPE TO BE INSTALLED ON

UNDISTURBED SOIL OR SUITABLE

SOIL COMPACTED TO 98% MAX.

DENSITY (NOTE #2)

BACKFILL COMPACTED TO 98%

(SEE NOTES #3 & #4)

MAXIMUM TRENCH WIDTH

TYPICAL TRENCH

GENERAL BACKFILL

MATERIAL (SEE NOTE #5)

12

"

(SEE NOTE #1)

NOTES:

1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE

PIPE AND THE CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR

AS REQUIRED BY OSHA STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801,

PARAGRAPH #4)) TO DETERMINE MAXIMUM PAYLINE WIDTHS.

2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE

UNDISTURBED TRENCH BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE

PERMITTED IN BACKFILL UP TO 1 FOOT ABOVE THE TOP OF THE PIPE.

3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL

(SUITABLE SOIL) AND SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE.

4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE

PLACED IN 6 INCH COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 98% OF IT'S MAXIMUM

DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D1557.

5. SEE " EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL

AND REPLACEMENT OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY TESTING

OF COMPACTED SOILS.

PIPE DIAMETER

OPEN CUT TRENCH FOR PRESSURE PIPE

JANUARY 2018 PLATE W-42

IN CITY RIGHT -OF-WAY

DETAIL14

M02NTS

STEVEN C. ROBERTI, PE NO. 51492

1 BID

05/19

J.P.S.